Design Calculation For Pipe s 5c4u17
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ENGINEERING SERVICES FOR MISCELLANEOUS PMRFs, BAB BATCH-4 CONTRACT No. 7359.03 (GES) TASK ORDER No. 92221147
DESIGN CALCULATION OF PIPE S FOR PRODUCED WATER RE-INJECTION UPGRADE AT BAB CL-5, CL-15 & CL-16
THIS DOCUMENT IS INTENDED FOR USE BY ADCO AND IT'S NOMINATED CONSULTANTS, CONTRACTORS, MANUFACTURERS AND SUPPLIERS
ORIGINATOR:
ORIGINATOR DOC No.:
LTWp-JAD1113-XXX-CIV-CAL-XXX-A
ADCO DOC No.:
11-01-83-0602
CONTRACT NO.:
7359.03
PAGE
PROJECT NO.:
P11542
REV.
A
DATE:
1
OF
15
10/8/2012
REVISION RECORD
REV
DATE
ORIGINATOR
REVIEWED
APPROVED
DESCRIPTION
A
10.08.2012
SBU
VBE
AEN
ISSUED FOR COMMENTS
PROJECT:
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ADCO DOCUMENT NO.
DOC. TITLE:
DESIGN CALCULATION OF PIPE S
11-01-83-0602 PAGE
CONTRACT NO.:
7359.03
PROJECT NO:
P11542
REV.
A
DATE:
2
OF
15
10/8/2012
Table of Contents Pages 1.0 INTRODUCTION……………………..……………………...…………………………………… 4 2.0 SCOPE……..…………….……...…………………………………………………………………..4
3.0 REFERENCE CODES & STANDARDS……………………………………………………………………………… 4 4 4.0 REFERENCE DRAWINGS……………………………………………………………………………….. 5.0 MATERIAL DATA ……………………………………………………………………………….. 4 5 6.0 SOIL DATA ………….…………………...……………………………………………………..
5 7.0 DESIGN LOADS FOR PIPE S …………….………………………………………………………………
8.0 BASIC LOAD CASES AND LOAD COMBINATIONS……………………………………………………………… 7
8 9.0 STEEL STRUCTURE ANALYSIS & DESIGN ………………………………………………………………………
10.0 PIPE FOUNDATIONS …………….……………………………………………………………………… 10 11.0 RESULT ………………………………………………………………….……………………. 10
APPENDIX - I
DRAWINGS (8 sheets)
APPENDIX - II
PIPING INPUT (10 sheets) + ASSUMPTIONS (6 sheets)
APPENDIX - III
STRUCTURAL STEEL STAAD OUTPUT (23 sheets)
APPENDIX - IV
BASE PLATE DESIGN (5 Sheets)
APPENDIX - V
FOUNDATION DESIGN (133 Sheets)
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1.0
INTRODUCTION The Bab field is located in a desert area approximately 160 km southwest of Abu Dhabi city. The field covers an area of approximately 45 km by 25 km. The main processing facilities are located around Habshan. Oil production from Bab field started in the 1960s. Bab field facilities were built in two phases. Phase-1 was commissioned in 1993 and included five processing trains, namely Trains 1 to 5, in the Central Degassing Station (CDS). Phase-1 also included five remote degassing stations, RDS-1, 2, 3, 4, and 5. Phase-2 which included trains 6 and 7 in the CDS and one remote degassing station, RDS-6 was commissioned in 2004. The field is sour, with wells to the northeast exhibiting generally higher H2S content than wells to the southwest. For the purposes of maintaining continuous improvement for the existing Bab facilities, ADCO Intended carrying plant modifications as part of Batch-IV to improve the operability and safety of the existing facilities.
2.0
SCOPE The scope of this calculation note is to design the Pipe structures & foundations as per piping requirements. There are 4 types of pipe s: - Cantilever on existing structure (PS-01) - "T" post type steel s (PS-04). - "T" post type steel s (PS-02 & PS-03) connected with tie-beams and horizontal bracings - Concrete s with embedded steel plates and ing steel beams on top: - PS-05, PS-06, PS-07, PS-08, PS-09, PS-10, PS-29, PS-30, PS-31 & PS-32 - all in BAB CDS Area - PS-33, PS-34, PS-35 - all in Cluster (5, 15, 16) Area.
3.0
REFERENCE CODES & STANDARDS BS 8110: 1997 Part-1
-
Structural Use Of Concrete (Code of practice for design & construction)
ASCE/SEI 7-05
-
Minimum Design Loads for Buildings and Other Structures
BS 5950
-
Structural Use of Steelwork in Building
UBC 1997
-
Uniform Building Code
Company specifications
4.0
30.99.75.0067
-
Structural Design Basis
34.19.20.31
-
Reinforced Concrete Structures
REFERENCE DRAWINGS P11542-11-01-76-0602
5.0
-
Pipe s
11-01-79-1706 rev. 3
-
GA Civil Section V BCDS Area (NPCC Drawing Project no. P11500)
11-01-76-2630 rev. 2 (sht.3/6)
-
Layout for paving and pipe s - Water treatment area BCDS (NPCC Drawing Project no. P11500)
11-20-79-0215
-
GA Civil Pipe Foundation - WSW Cluster 16
MATERIAL DATA a.
Grade of structural steel BS En 10025: Yield strenght
=
250
N/mm2
b.
Grade of blinding concrete
=
20
N/mm2
c.
Grade of reinforced concrete
=
40
N/mm2
d. e.
Unit weight of concrete, γc
= =
24 460
KN/m3
Grade of reinforcement (BS 4449), fy
N/mm2
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6.0
SOIL DATA Soil parameters according to Geo-technical investigation for EPC for BAB THAMAMA G & HABSHAN 2, 1.8/MMBOPD PHASE-I DEVELOPMENT ADCO PROJECT No. P11500, doc. No.S10000066, Part 3 - BCDS AREA, Final Report. a. b.
Net allowable Bearing Pressure Unit weight of soil (γs1)
150
KN/m
=
18
KN/m
c.
Water Table level
=
d.
3 Modulus of Subgrade Reaction (ks = 3 kg/cm )
=
e.
Co-efficient of friction between concrete and soil
=
0.30
f.
Co-efficient of friction between concrete and polythene sheet
=
0.30
7.0
DESIGN LOADS FOR PIPE S
7.1
DEAD LOADS (DL)
2
=
3
N/A 29421 kN/m3
For the pipe s, the selfweight of the are included in the structural analysis using STAAD Pro. 7.2
PIPING LOADS Refer Appendix II for Piping Input.
7.3
WIND LOADS Wind Loads in X and Z directions are considered for the analysis of pipe s as follows: Wind loads are calculated based on ASCE/SEI 7-05. Wind load is calculated across the direction of Piping. Basic wind speed
Vb
=
44.7
Importance factor
I
=
1.15
Exposure category
=
C
Wind Directionality Factor, Kd (Table 6-4 of ASCE 7-05)
=
0.85
Topographic Factor, Kzt (Structural design criteria)
=
1
2
Velocity pressure
qz=0.613*Kz*Kzt*Kd*V *I
Height above G.L.
Exposure
Velocity Pressure
(m)
Kz
0-4.6
0.85
(kN/m2) 1.018
6.1
0.9
1.078
m/s
2
(N/m )
G - Gust effect factor for all structural
=
0.85
Cf - for circular , Diam. > 50mm
=
0.80
Cf - for Flat sided
=
2
=
1.0
Cs - Shielling coefficient (shielding effect neglected)
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(a) Wind force on Structual
F=(qz*G*Cf*Cs)*Af
kN
where Af = Projected Area (m2) F=(1.078 * 0.85 * 2 * 1) * Af F=
1.8326
*Af
UB203x133x25
0.203
Wind Load (kN/m) 0.37
UB254x146x31
0.251
0.46
PS-02 & PS-03
UC254x254x89
0.263
0.48
PS-04
UC254x254x89
0.263
0.48
Sl.No.
Member
PS-01
Width
(b) Wind force on Pipes
F=(qz*G*Cf*Cs)*D
kN/m
where D = Average Diameter of Pipe (m) F=(1.078 * 0.85 * 0.8 * 1) * D
7.4
D [m]
D[in]
F [kn/m]
0.273
10.00
0.201
0.350
14.00
0.257
SEISMIC LOAD CALCULATION: Seismic loads are calculated based on UBC 1997 UBC load generation is capable to calculate the natural period of vibration, base shear and distribute the lateral forces for each level automatically. Time period Time period of the structure is calculated based on clause 1630.2.2.1 (Method A). Ta = Ct*(hn)^0.75 Ct = hn =
0.085 4.82 m Ta=
0.277
Design base shear As per clause 1630.2.1, the total design base shear need not exceed the following: V = (2.5 * Ca * I / R) * W , where: Ca – seismic coefficient, as set forth in Table 16-Q 0.12 (considering Z = seismic zone '1', factor = 0.075, soil profile type: Sd = stiff soil profile) Ca= I = importance factor given in table 16-K 1.25 (occupancy category = 2 "Nonbuilding structures housing, ing or containing quantities of I= toxic or explosive substances that, if contained within a building, would cause that building to be classified as a Group H, Division 1, 2 or 7 Occupancy") R= numerical coefficient representative of the inherent overstrength and global ductility capacity of lateral force-resisting systems, as set forth in Table 16-N Rx=
2.2
Rz=
2.2
(Table 16-P UBC-97 - Factors for cantilevered column type structures)
W= Total dead load as per Clause 1630.1.1 of UBC-97
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8.0
BASIC LOAD CASES AND LOAD COMBINATIONS The Following are the Basic loads & Load combinations adopted for the analysis of Pipe s using STAAD Pro. V.8i Basic Loads: Load 1
DL
-
Structure selfweight
Load 2
LL
-
Live Load - Instrument cable trays weight considered
Load 3
PE
-
Piping Empty Loads
Load 4
PO
-
Piping Operating loads
Load 5
PT
-
Piping Test Loads
Load 6
FLT
-
Frication loads - Transvers
Load 7
FLL
-
Frication loads - Longitudinal.
Load 8
WLX
-
Wind load in X-DIR
Load 9
WLZ
-
Wind load in Z-DIR
Load 10
EQX
-
Earthquake load in X-DIR
Load 11
EQZ
-
Earthquake load in Z-DIR
Combinations for Bearing capacity and stability check. (STAAD Combinations 201-247) (For bearing capacity and stability check) 1 - 1.0DL+1.0 Emp 2 - 1.0DL+1.0 Emp ± 1.0 WL 3 - 1.0 DL + 1.0 Live+1.0 Oper 4 - 1.0 DL + 1.0 Live+1.0 Oper ± 1.0 FLT ± 1.0 FLL 5 - 1.0 DL + 1.0 Live+1.0 Oper ± 1.0 FLT ± 1.0 FLL ± 1.0 WL 6 - 1.0 DL + 1.0 Live+1.0 Oper ± 1.0 FLT ± 1.0 FLL ± 0.715 EQ 7 - 1.0 Test + 1.0 DL 8 - 1.0 DL + 1.0 Test ± 0.60 WL
Combinations for Strength Design. (STAAD Combinations 101-147) 1 - 1.4 DL+1.4 Emp 2 - 1.4 DL+1.4 Emp ± 1.4 WL 3 - 1.4 DL + 1.6 Live+1.4 Oper 4 - 1.4 DL + 1.6 Live+1.4 Oper ± 1.6 FLT ± 1.6 FLL 5 - 1.2 DL + 1.2 Live+1.2 Oper ± 1.2 FLT ± 1.2 FLL ± 1.2 WL 6 - 1.2DL + 1.0 Live+1.2 Oper ± 1.2 FLT ± 1.2 FLL ± 1.0EQ 7 - 1.4 Test + 1.4 DL 8 - 1.2 DL + 1.2 Test ± 0.72WL
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PROJECT NO:
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9.0
STEEL STRUCTURE ANALYSIS & DESIGN Analysis and checking of pipe s is carried out using Staad Pro.V8i , based on BS 5950. The STAAD output is given in Appendix III Pipe PS-01
Dimensions
3D view
Beams
Nodes
Beams
Nodes
Pipe PS-02 & PS-03
Dimensions
3D view
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Pipe PS-04
Dimensions
3D view
Nodes
Beams
DEFLECTION CHECK Sway check Deflection calculation is being done using STAAD PRO v.8i at top of Pipe s with all unfactored load combinations (201-247) Allowable Load Combo deflection H/200
Pipe s
Maximum deflection (x)
Load Combo
Maximum deflection (z)
PS-01
2.390 mm
211
9.088 mm
220
24.10 mm
Safe
PS-02 & PS-03
8.196 mm
211
12.075 mm
223
24.10 mm
Safe
PS-04
5.336 mm
218
10.119 mm
219
24.10 mm
Safe
Remarks
As shown in the table above, the maximum displacements are less than the allowable deflection H/200. Vertical deflection check Vertical deflection of beams has been checked as per Structural Design Basis (30-99-75-0067). Pipe s
Maximum vertical deflection (y)
Load Combination
Allowable deflection L/180
Remarks
PS-01
1.394 mm
211
4.17 mm
Safe
PS-02 & PS-03
3.376 mm
211
6.94 mm
Safe
PS-04
0.417 mm
218
1.39 mm
Safe
PS-01
Maximum utility Ratio 0.192
PS-02 & PS-03
0.360
Safe
PS-04
0.164
Safe
Stress ratio is also checked: Pipe s
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10.0 PIPE FOUNDATIONS Scope of work for Foundation calculation consists of: - adequacy check of existing foundation for PS-01 - new foundation design for pipe s PS-02, 03, 04 - new concrete pipe s design PS-05 to PS-10, PS-29 to PS-32 and PS-33 to PS-35 All Pipe foundations are checked with the latest loads as per Appendix II. Isolated and combined foundations are designed in Mat 3D. Refer the Appendix V for details.
11.0 RESULT As a result of the structural analysis, the current arrangement of the pipe s is adequate. The foundation sizes are checked for bearing pressure, sliding & overturning, and found safe for all load combinations considered.
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Appendix - I DRAWINGS
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Appendix - II PIPING INPUT
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Appendix II CAESAR II 2011 SP3 Ver.5.30.03, (Build 120131) Date: JUN 27, 2012 Time: 15:29 Job: R:\J_AD110013_ADCO_MISC_PMRFS_BAB_BAT...\PW INJECTION PIPING Licensed To: LITWIN PEL LLC -- ID #14322 RESTRAINT SUMMARY REPORT: Loads On Restraints Various Load Cases LOAD CASE DEFINITION KEY CASE 1 (HYD) WW+HP CASE 2 (OPE) W+T1+P1 CASE 3 (OPE) W+T2+P1 CASE 4 (SUS) W+P1
NODE Load Case PS-01/60
1(HYD) 2(OPE) 3(OPE) 4(SUS)
FX N.
FY N.
Hydro test Max design Min design Sustained
FZ N. MX N.m.
MY N.m.
MZ N.m.
1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y; Rigid GUI w/gap -248 -13883 306 -3144 -10496 175 4612 -15434 413 -282 -14603 339 4612/L3 -15434/L3 413/L3
0 0 0 0
0 0 0 0
0 0 0 0
1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y 80 928 -544 81 928/L2
0 0 0 0
0 0 0 0
0 0 0 0
1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y; Rigid GUI w/gap 232 -6870 -12 1959 -6730 488 -2217 -7420 -204 245 -7294 -9 -2217/L3 -7420/L3 488/L2
1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y -879 -6184 1618 -5606 -2075 -6929 -942 -6607 -2075/L3 -6929/L3
PS-02/70
PS-03/80
PS-04/110
STEEL SUPP
STEEL SUPP -1836 -3102 -1814 -2043 -3102/L2
1 75 7 -7 75/L2
STEEL SUPP 0 0 0 0
0 0 0 0
0 0 0 0
STEEL SUPP 0 458 -130 0 458/L2
0 0 0 0
0 0 0 0
0 0 0 0
Appendix II PS-05/130 1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y; Rigid X 290 -9277 -2088 -9726 3401 -9406 311 -9651 3401/L3 -9726/L2
1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y 36 1879 -700 39 1879/L2
1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y; Rigid Z 115 -8695 -405 552 -1840 7050 -3627 -12090 -127 122 -8882 -430 -3627/L3 -12090/L3 7050/L2
0 0 0 0
0 0 0 0
0 0 0 0
1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y -393 -9580 -74 1648 -22031 -6401 -456 -4529 1280 -419 -9807 -78 1648/L2 -22031/L2 -6401/L2
0 0 0 0
0 0 0 0
0 0 0 0
1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y; Rigid X w/gap; Rigid Z w/gap -144 -2198 28 1062 -5982 300 -449 -1509 -60 -153 -2313 30 1062/L2 -5982/L2 300/L2
1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y 36 -1405 930 39 -1405/L2
-18903 430 -26688 -7882 -8388 2338 -19663 458 -26688/L2 -7882/L2
0 0 0 0
0 0 0 0
0 0 0 0
1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y -20 16 953 -22 953/L3
-3972 -3445 -5096 -4109 -5096/L3
0 0 0 0
0 0 0 0
0 0 0 0
PS-06/185
PS-07/230
PS-08/335
PS-29/670
PS-10/1057
PS-09/1060
RC SUPP 128 2918 -2822 137 2918/L2
0 0 0 0
0 0 0 0
0 0 0 0
RC SUPP -5076 -8588 -3589 -5131 -8588/L2
-8 1762 -818 -8 1762/L2
0 0 0 0
0 0 0 0
0 0 0 0
RC SUPP
RC SUPP
RC SUPP 0 0 0 0
0 0 0 0
0 0 0 0
RC SUPP
RC SUPP -38 1034 -266 -41 1034/L2
EXISTING ON PS-01
EXISTING LOADS ON PS-01_ASSUMPTIONS
SUPPOR T A B C
LENGTH (m) WIND LOAD (kN/m) TOS EL DIAMETE DIAMETE (m) R (") R (m) X Z X Z 105.000 10 0.273 3.00 0.00 0.60 0.00 104.400 12 0.324 2.85 1.80 0.68 0.43 100.300 12 0.324 3.00 0.00 0.71 0.00 TOTAL ( +12" FLANGE GLOBE VALVE CLASS 300 = 720.21KG)
*C = EXISTING PS-0227 Wind force on Pipes F=(qz*G*Cf*Cs)*D= 0.73304 D where D = Average Diameter of Pipe (m) qz = G= Cf = Cs =
Pipe Dia 2" 3" 8" 10" 12" 20" 24"
1.078 0.85 0.8 1
kN/m2
Pipe Weight (kg/m) including Empty Water 7.47 9.37 15.26 19.52 64.57 94.03 95.85 142.19 131.95 197.50 310.91 473.95 441.26 676.86
kN/m
EMPTY (kN) 2.9 3.8 4.0 11.2
OPE (kN) 4.27 5.63 5.93 13.13
Appendix - III STRUCTURAL STEEL STAAD OUTPUT
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**************************************************** * * * STAAD.Pro * * Version 2007 Build 04 * * Proprietary Program of * * Research Engineers, Intl. * * Date= JUL 20, 2012 * * Time= 13:51:56 * * * * ID: * ****************************************************
1. STAAD SPACE INPUT FILE: PS-01.STD 2. START JOB INFORMATION 3. ENGINEER DATE 9 JUL 2012 4. JOB NAME P11542 - PIPE 01 5. JOB CLIENT ADCO 6. ENGINEER NAME SBU 7. END JOB INFORMATION 8. **************************************************************** 9. INPUT WIDTH 79 10. **************************************************************** 11. UNIT METER KN 12. T COORDINATES 13. 25 0 100.3 4.5; 26 0 105.124 4.5; 27 0.900002 100.3 4.5 14. 28 0.900002 105.124 4.5; 29 0 104.4 4.5; 30 0.900002 104.4 4.5 15. 31 0 103.441 4.5; 32 0.900002 103.441 4.5; 33 0 102.429 4.5 16. 34 0.900002 102.429 4.5; 35 0 101.415 4.5; 36 0.900002 101.415 4.5 17. 37 1.646 105.124 4.5 18. MEMBER INCIDENCES 19. 24 26 29; 25 28 30; 26 26 28; 27 29 31; 28 30 32; 29 29 30; 30 31 33; 31 32 34 20. 32 31 32; 33 33 35; 34 34 36; 35 33 34; 36 35 25; 37 36 27; 38 35 36; 39 25 36 21. 40 35 34; 41 33 32; 42 31 30; 43 28 37 22. **************************************************************** 23. DEFINE MATERIAL START 24. ISOTROPIC STEEL 25. E 2.05E+008 26. POISSON 0.3 27. DENSITY 78.5 28. ALPHA 1.2E-005 29. DAMP 0.03 30. END DEFINE MATERIAL 31. **************************************************************** 32. **************************************************************** 33. MEMBER PROPERTY BRITISH 34. 24 25 27 28 30 31 33 34 36 37 TABLE ST UB254X146X31 35. 26 29 32 43 TABLE ST UB203X133X25 36. 35 38 TO 42 TABLE ST UA70X70X8 37. CONSTANTS 38. BETA 90 MEMB 24 25 27 28 30 31 33 34 36 37 39. BETA 45 MEMB 35 38 TO 42 40. *BETA 90 MEMB 2 41. MATERIAL STEEL ALL 42. **************************************************************** 43. S 44. 25 27 FIXED 45. **************************************************************** 46. MEMBER RELEASE 47. 39 TO 42 START MY MZ 48. 39 TO 42 END MY MZ 49. DEFINE UBC LOAD 50. **************************************************************** 51. ZONE 0.075 I 1.25 RWX 2.2 RWZ 2.2 STYP 4 52. SELFWEIGHT 1 53. ** 54. T WEIGHT 55. 26 WEIGHT 2.5
56. 57. 58. 59. 60. 61.
MEMBER WEIGHT **************************************************************** LOAD 10 EARTHQUAKE LOAD (EX) **************************************************************** UBC LOAD X 1 PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S ----------------------------------NUMBER OF TS/MEMBER+ELEMENTS/S =
13/
20/
2
SOLVER USED IS THE IN-CORE ADVANCED SOLVER TOTAL PRIMARY LOAD CASES =
1, TOTAL DEGREES OF FREEDOM =
66
*********************************************************** * * * X DIRECTION : Ta = 0.278 Tb = 0.057 T = 0.000 * * T = 0.057, LOAD FACTOR = 1.000 * * UBC TYPE = 97 * * UBC FACTOR V = 0.1705 x 6.98 = 1.19 KN * * * ***********************************************************
62. 63. 64. 65. 66. 67.
CHANGE **************************************************************** LOAD 11 EARTHQUAKE LOAD (EZ) **************************************************************** UBC LOAD Z 1 PERFORM ANALYSIS
*********************************************************** * * * Z DIRECTION : Ta = 0.278 Tb = 0.216 T = 0.000 * * T = 0.216, LOAD FACTOR = 1.000 * * UBC TYPE = 97 * * UBC FACTOR V = 0.1705 x 6.98 = 1.19 KN * * * ***********************************************************
68. 69. 70. 71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. 82. 83. 84. 85. 86. 87. 88. 89. 90. 91.
CHANGE **************************************************************** LOAD 1 LOADTYPE NONE TITLE DEAD LOADS - (DL) SELFWEIGHT Y -1 **************************************************************** **************************************************************** LOAD 2 LOADTYPE NONE TITLE LIVE LOADS (LL) T LOAD 26 28 TO 37 FX 0.0001 **************************************************************** **************************************************************** LOAD 3 LOADTYPE NONE TITLE PIPING EMPTY LOADS (PE) MEMBER LOAD 43 CON GX 0.282 0.496 43 CON GY -14.603 0.496 43 CON GZ 0.339 0.496 26 CON GY -2.9 0.4 29 CON GY -3.8 0.4 **************************************************************** **************************************************************** LOAD 4 LOADTYPE NONE TITLE PIPING OPERATING LOADS (PO) MEMBER LOAD 43 CON GX 4.612 0.496 43 CON GY -15.434 0.496
92. 93. 94. 95. 96. 97. 98. 99. 100. 101. 102. 103. 104. 105. 106. 107. 108. 109. 110. 111. 112. 113. 114. 115. 116. 117. 118. 119. 120. 121. 122. 123. 124. 125. 126. 127. 128. 129. 130. 131. 132. 133. 134. 135. 136. 137. 138. 139. 140. 141. 142. 143. 144. 145. 146. 147. 148. 149. 150. 151. 152. 153. 154. 155. 156. 157. 158. 159. 160. 161. 162.
43 CON GZ 0.413 0.496 26 CON GY -4.3 0.4 29 CON GY -5.6 0.4 **************************************************************** **************************************************************** LOAD 5 LOADTYPE NONE TITLE PIPING TEST LOADS (PT) MEMBER LOAD 43 CON GX -0.248 0.496 43 CON GY -13.883 0.496 43 CON GZ 0.306 0.496 **************************************************************** **************************************************************** LOAD 6 LOADTYPE NONE TITLE FRICTION LOADS - TRANSVERSE (FLT) **************************************************************** T LOAD 26 28 TO 37 FX 0.0001 **************************************************************** LOAD 7 LOADTYPE NONE TITLE FRICTION LOADS - LONG.(FLL) **************************************************************** T LOAD 26 28 TO 37 FX 0.0001 **************************************************************** LOAD 8 LOADTYPE NONE TITLE WIND LOAD X **************************************************************** MEMBER LOAD 24 25 27 28 30 31 33 34 36 37 UNI GX 0.46 43 CON GX 1 0.496 26 CON GX 0.6 0.4 29 CON GX 0.68 0.4 * 14 TO 16 18 TO 20 25 TO 27 UNI GX 0.70 FROM STEEL AND PIPES/TRAYS **************************************************************** LOAD 9 LOADTYPE NONE TITLE WIND LOAD Z **************************************************************** MEMBER LOAD 24 25 27 28 30 31 33 34 36 37 UNI GZ 0.27 26 29 32 43 UNI GZ 0.37 35 38 TO 42 UNI GZ 0.13 29 CON GZ 0.43 0.4 *WIND FROM VERTICAL TRAY 2.0M X 0.5 X0. 2.2 = 2.2KN *2.2/2 = 1.1KN AT T 15 21 *FACTORED LOAD COMBINATIONS FOR COLUMN, BEAMS FOUNDATION DESIGN **************************************************************** ***LOAD COMBINATIONS **** **************************************************************** ***ERECTION CONDITION*** **************************************************************** LOAD COMB 101 (DL+PE) 1 1.4 3 1.4 LOAD COMB 102 (DL+PE+WINDX) 1 1.4 3 1.4 8 1.4 LOAD COMB 103 (DL+PE-WINDX) 1 1.4 3 1.4 8 -1.4 LOAD COMB 104 (DL+PE+WINDZ) 1 1.4 3 1.4 9 1.4 LOAD COMB 105 (DL+PE-WINDZ) 1 1.4 3 1.4 9 -1.4 **************************************************************** ***OPERATION CONDITION*** **************************************************************** LOAD COMB 106 (DL+PO+LL) 1 1.4 4 1.4 2 1.6 LOAD COMB 107 (DL+PO+LL+FLT+FLL) 1 1.4 4 1.4 2 1.6 6 1.6 7 1.6 LOAD COMB 108 (DL+PO+LL-FLT+FLL) 1 1.4 4 1.4 2 1.6 6 -1.6 7 1.6 LOAD COMB 109 (DL+PO+LL+FLT-FLL) 1 1.4 4 1.4 2 1.6 6 1.6 7 -1.6 LOAD COMB 110 (DL+PO+LL-FLT-FLL) 1 1.4 4 1.4 2 1.6 6 -1.6 7 -1.6 ***OPERATION CONDITION + WINDX LOAD COMB 111 (DL+PO+LL+FLT+FLL+WINDX)
164. 165. 166. 167. 168. 169. 170. 171. 172. 173. 174. 175. 176. 177. 178. 179. 180. 181. 182. 183. 184. 185. 186. 187. 188. 189. 190. 191. 192. 193. 194. 195. 196. 197. 198. 199. 200. 201. 202. 203. 204. 205. 206. 207. 208. 209. 210. 211. 212. 213. 214. 215. 216. 217. 218. 219. 220. 221. 222. 223. 224. 225. 226. 227. 228. 229. 230. 231. 232. 233. 234. 235.
LOAD COMB 112 (DL+PO+LL-FLT+FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 8 1.2 LOAD COMB 113 (DL+PO+LL+FLT-FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 8 1.2 LOAD COMB 114 (DL+PO+LL-FLT-FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 8 1.2 *** ***OPERATION CONDITION - WINDX LOAD COMB 115 (DL+PO+LL+FLT+FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 8 -1.2 LOAD COMB 116 (DL+PO+LL-FLT+FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 8 -1.2 LOAD COMB 117 (DL+PO+LL+FLT-FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 8 -1.2 LOAD COMB 118 (DL+PO+LL-FLT-FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 8 -1.2 ***OPERATION CONDITION + WINDZ LOAD COMB 119 (DL+PO+LL+FLT+FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 9 1.2 LOAD COMB 120 (DL+PO+LL-FLT+FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 9 1.2 LOAD COMB 121 (DL+PO+LL+FLT-FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 9 1.2 LOAD COMB 122 (DL+PO+LL-FLT-FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 9 1.2 *** ***OPERATION CONDITION - WINDZ LOAD COMB 123 (DL+PO+LL+FLT+FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 9 -1.2 LOAD COMB 124 (DL+PO+LL-FLT+FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 9 -1.2 LOAD COMB 125 (DL+PO+LL+FLT-FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 9 -1.2 LOAD COMB 126 (DL+PO+LL-FLT-FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 9 -1.2 ***OPERATION CONDITION + EX LOAD COMB 127 (DL+PO+LL+FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 10 1.0 LOAD COMB 128 (DL+PO+LL-FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 10 1.0 LOAD COMB 129 (DL+PO+LL+FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 10 1.0 LOAD COMB 130 (DL+PO+LL-FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 10 1.0 *** ***OPERATION CONDITION - EX LOAD COMB 131 (DL+PO+LL+FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 10 -1.0 LOAD COMB 132 (DL+PO+LL-FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 10 -1.0 LOAD COMB 133 (DL+PO+LL+FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 10 -1.0 LOAD COMB 134 (DL+PO+LL-FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 10 -1.0 ***OPERATION CONDITION + EZ LOAD COMB 135 (DL+PO+LL+FLT+FLL+EZ) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 11 1.0 LOAD COMB 136 (DL+PO+LL-FLT+FLL+EZ) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 11 1.0 LOAD COMB 137 (DL+PO+LL+FLT-FLL+EZ) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 11 1.0 LOAD COMB 138 (DL+PO+LL-FLT-FLL+EZ) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 11 1.0 *** ***OPERATION CONDITION - EZ LOAD COMB 139 (DL+PO+LL+FLT+FLL-EZ) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 11 -1.0 LOAD COMB 140 (DL+PO+LL-FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 11 -1.0 LOAD COMB 141 (DL+PO+LL+FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 11 -1.0 LOAD COMB 142 (DL+PO+LL-FLT-FLL+EX)
236. 237. 238. 239. 240. 241. 242. 243. 244. 245. 246. 247. 248. 249. 250. 251. 252. 253. 254. 255. 256. 257. 258. 259. 260. 261. 262. 263. 264. 265. 266. 267. 268. 269. 270. 271. 272. 273. 274. 275. 276. 277. 278. 279. 280. 281. 282. 283. 284. 285. 286. 287. 288. 289. 290. 291. 292. 293. 294. 295. 296. 297. 298. 299. 300. 301. 302. 303. 304. 305. 306. 307.
1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 11 -1.0 **************************************************************** ***TEST CONDITION*** **************************************************************** LOAD COMB 143 (DL+TEST) 1 1.4 5 1.4 ***TEST + WINDX LOAD COMB 144 (DL+TEST+0.72 WINDX) 1 1.2 5 1.2 8 0.72 LOAD COMB 145 (DL+TEST-0.72 WINDX) 1 1.2 5 1.2 8 -0.72 ***TEST + WINDZ LOAD COMB 146 (DL+TEST+0.72 WINDX) 1 1.2 5 1.2 9 0.72 LOAD COMB 147 (DL+TEST-0.72 WINDX) 1 1.2 5 1.2 9 -0.72 *SERVICE LOAD COMBINATIONS **************************************************************** ***ERECTION CONDITION*** **************************************************************** LOAD COMB 201 (DL+PE) 1 1.0 3 1.0 LOAD COMB 202 (DL+PE+WINDX) 1 1.0 3 1.0 8 1.0 LOAD COMB 203 (DL+PE-WINDX) 1 1.0 3 1.0 8 -1.0 LOAD COMB 204 (DL+PE+WINDZ) 1 1.0 3 1.0 9 1.0 LOAD COMB 205 (DL+PE-WINDZ) 1 1.0 3 1.0 9 -1.0 **************************************************************** ***OPERATION CONDITION*** **************************************************************** LOAD COMB 206 (DL+PO+LL) 1 1.0 4 1.0 2 1.0 LOAD COMB 207 (DL+PO+LL+FLT+FLL) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 LOAD COMB 208 (DL+PO+LL-FLT+FLL) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 LOAD COMB 209 (DL+PO+LL+FLT-FLL) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 LOAD COMB 210 (DL+PO+LL-FLT-FLL) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 ***OPERATION CONDITION + WINDX LOAD COMB 211 (DL+PO+LL+FLT+FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 8 1.0 LOAD COMB 212 (DL+PO+LL-FLT+FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 8 1.0 LOAD COMB 213 (DL+PO+LL+FLT-FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 8 1.0 LOAD COMB 214 (DL+PO+LL-FLT-FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 8 1.0 *** ***OPERATION CONDITION - WINDX LOAD COMB 215 (DL+PO+LL+FLT+FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 8 -1.0 LOAD COMB 216 (DL+PO+LL-FLT+FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 8 -1.0 LOAD COMB 217 (DL+PO+LL+FLT-FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 8 -1.0 LOAD COMB 218 (DL+PO+LL-FLT-FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 8 -1.0 ***OPERATION CONDITION + WINDZ LOAD COMB 219 (DL+PO+LL+FLT+FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 9 1.0 LOAD COMB 220 (DL+PO+LL-FLT+FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 9 1.0 LOAD COMB 221 (DL+PO+LL+FLT-FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 9 1.0 LOAD COMB 222 (DL+PO+LL-FLT-FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 9 1.0 ***
308. 309. 310. 311. 312. 313. 314. 315. 316. 317. 318. 319. 320. 321. 322. 323. 324. 325. 326. 327. 328. 329. 330. 331. 332. 333. 334. 335. 336. 337. 338. 339. 340. 341. 342. 343. 344. 345. 346. 347. 348. 349. 350. 351. 352. 353. 354. 355. 356. 357. 358. 359. 360. 361. 362. 363. 364. 365. 366. 367. 368. 369. 370. 371.
***OPERATION CONDITION - WINDZ LOAD COMB 223 (DL+PO+LL+FLT+FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 9 -1.0 LOAD COMB 224 (DL+PO+LL-FLT+FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 9 -1.0 LOAD COMB 225 (DL+PO+LL+FLT-FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 9 -1.0 LOAD COMB 226 (DL+PO+LL-FLT-FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 9 -1.0 ***OPERATION CONDITION + EX LOAD COMB 227 (DL+PO+LL+FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 10 0.715 LOAD COMB 228 (DL+PO+LL-FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 10 0.715 LOAD COMB 229 (DL+PO+LL+FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 10 0.715 LOAD COMB 230 (DL+PO+LL-FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 10 0.715 *** ***OPERATION CONDITION - EX LOAD COMB 231 (DL+PO+LL+FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 10 -0.715 LOAD COMB 232 (DL+PO+LL-FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 10 -0.715 LOAD COMB 233 (DL+PO+LL+FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 10 -0.715 LOAD COMB 234 (DL+PO+LL-FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 10 -0.715 ***OPERATION CONDITION + EZ LOAD COMB 235 (DL+PO+LL+FLT+FLL+EZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 11 0.715 LOAD COMB 236 (DL+PO+LL-FLT+FLL+EZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 11 0.715 LOAD COMB 237 (DL+PO+LL+FLT-FLL+EZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 11 0.715 LOAD COMB 238 (DL+PO+LL-FLT-FLL+EZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 11 0.715 *** ***OPERATION CONDITION - EZ LOAD COMB 239 (DL+PO+LL+FLT+FLL-EZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 11 -0.715 LOAD COMB 240 (DL+PO+LL-FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 11 -0.715 LOAD COMB 241 (DL+PO+LL+FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 11 -0.715 LOAD COMB 242 (DL+PO+LL-FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 11 -0.715 **************************************************************** ***TEST CONDITION*** **************************************************************** LOAD COMB 243 (DL+TEST) 1 1.0 5 1.0 ***TEST + WINDX LOAD COMB 244 (DL+TEST+0.6 WINDX) 1 1.0 5 1.0 8 0.6 LOAD COMB 245 (DL+TEST-0.6 WINDX) 1 1.0 5 1.0 8 -0.6 ***TEST + WINDZ LOAD COMB 246 (DL+TEST+0.6 WINDX) 1 1.0 5 1.0 9 0.6 LOAD COMB 247 (DL+TEST-0.6 WINDX) 1 1.0 5 1.0 9 -0.6 ****************************************************** PERFORM ANALYSIS
372. 373. 374. 375. 376.
DEFINE ENVELOP 201 TO 247 ENVELOP 1 TYPE SERVICEABILITY 101 TO 147 ENVELOP 2 TYPE STRESS 1 TO 11 ENVELOP 3 TYPE CONNECTION END DEFINE ENVELOP
378. 379. 380. 381. 382. 383. 384. 385.
PARAMETER 1 CODE BS5950 PY 250000 ALL DFF 180 MEMB 43 DFF 300 MEMB 26 29 32 35 38 LOAD LIST 201 TO 247 LOAD LIST 101 TO 147 CHECK CODE ALL
STAAD.Pro CODE CHECKING - (BSI ) *********************** PROGRAM CODE REVISION V2.12_5950-1_2000
ALL UNITS ARE - KN MEMBER
METE (UNLESS OTHERWISE NOTED)
TABLE
RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
24 ST UB254X146X31 25 ST 26 ST 27 ST 28 ST 29 ST 30 ST 31 ST 32 ST 33 ST 34 ST 35 ST 36 ST 37 ST 38 ST 39 ST 40 ST 41 ST 42 ST 43 ST
9.69 T UB254X146X31 32.35 C UB203X133X25 5.32 T UB254X146X31 9.51 T UB254X146X31 52.41 C UB203X133X25 6.58 C UB254X146X31 12.95 T UB254X146X31 39.07 C UB203X133X25 8.55 C UB254X146X31 18.07 T UB254X146X31 40.16 C UA70X70X8 10.74 C UB254X146X31 23.98 T UB254X146X31 41.05 C UA70X70X8 11.51 C UA70X70X8 12.05 C UA70X70X8 10.48 C UA70X70X8 7.96 C UA70X70X8 11.85 T UB203X133X25 6.46 T
BS-4.8.2.2 2.16 BS-4.8.3.3.2 2.06 BS-4.8.2.2 -0.27 BS-4.8.2.2 0.45 BS-4.7 (C) 0.49 BS-4.2.3-(Y) 0.00 BS-4.8.2.2 0.14 ANNEX I.1 0.07 ANNEX I.1 0.00 BS-4.8.2.2 0.05 ANNEX I.1 0.06 BS-4.8.3.3.1 0.08 BS-4.8.2.2 0.46 ANNEX I.1 0.14 BS-4.8.3.3.1 0.09 BS-4.8.3.3.1 0.01 BS-4.8.3.3.1 0.01 BS-4.8.3.3.1 0.01 BS-4.8.2.2 -0.01 BS-4.8.2.2 0.29
0.104 -0.01 0.111 0.51 0.183 -10.33 0.033 -0.41 0.055 1.45 0.043 -1.98 0.053 -3.32 0.074 6.92 0.015 0.95 0.078 -5.68 0.113 10.86 0.118 0.07 0.135 -8.87 0.169 15.89 0.130 0.08 0.112 0.01 0.093 0.01 0.073 0.01 0.053 -0.01 0.192 10.82
111 0.00 111 107 0.90 111 0.96 107 0.96 111 0.90 123 1.01 104 111 123 1.01 104 111 123 1.12 104 111 103 103 103 111 0.66 107 0.00
************** END OF TABULATED RESULT OF DESIGN **************
386. ***************************************************** 387. LOAD LIST 1 TO 11
STEEL TAKE-OFF -------------PROFILE ST ST ST
LENGTH(METE)
UB254X146X31 UB203X133X25 UA70X70X8
WEIGHT(KN
)
9.65 3.45 7.26
3.007 0.866 0.610 ---------------TOTAL = 4.482
************ END OF DATA FROM INTERNAL STORAGE ************
389. 390. 391. 392. 393.
PARAMETER 2 CODE BS5950 LZ 4.82 MEMB 24 25 27 28 30 31 33 34 36 37 KZ 2.1 MEMB 24 25 27 28 30 31 33 34 36 37 FINISH
*********** END OF THE STAAD.Pro RUN *********** **** DATE= JUL 20,2012
TIME= 13:51:59 ****
************************************************************ * For questions on STAAD.Pro, please * * Research Engineers Offices at the following locations * * * * Telephone Email * * USA: +1 (714)974-2500 [email protected] * ************************************************************
**************************************************** * * * STAAD.Pro * * Version 2007 Build 04 * * Proprietary Program of * * Research Engineers, Intl. * * Date= JUL 20, 2012 * * Time= 13:54:36 * * * * ID: * ****************************************************
1. STAAD SPACE INPUT FILE: PS-02 PS-03.STD 2. START JOB INFORMATION 3. ENGINEER DATE 17JUL2012 4. JOB NAME P11542 - PIPE 02 03 5. JOB CLIENT ADCO 6. ENGINEER NAME SBU 7. END JOB INFORMATION 8. **************************************************************** 9. INPUT WIDTH 79 10. **************************************************************** 11. UNIT METER KN 12. T COORDINATES 13. 25 0 100.3 4.5; 26 0 105.124 4.5; 27 1.25 105.124 4.5; 28 0 100.3 7.30001 14. 29 0 105.124 7.30001; 30 1.25 105.124 7.30001; 31 0 105.124 5.9 15. 32 1.25 105.124 5.9; 33 0 103.874 4.5; 34 0 103.874 7.30001 16. MEMBER INCIDENCES 17. 24 26 33; 25 26 27; 26 29 34; 27 29 30; 28 26 31; 29 27 32; 30 31 29; 31 32 30 18. 32 31 32; 33 26 32; 34 32 29; 35 33 25; 36 34 28; 37 33 27; 38 34 30 19. **************************************************************** 20. DEFINE MATERIAL START 21. ISOTROPIC STEEL 22. E 2.05E+008 23. POISSON 0.3 24. DENSITY 78.5 25. ALPHA 1.2E-005 26. DAMP 0.03 27. END DEFINE MATERIAL 28. **************************************************************** 29. MEMBER PROPERTY BRITISH 30. 24 TO 27 35 36 TABLE ST UC254X254X89 31. 28 TO 31 TABLE ST UC203X203X46 32. 32 TO 34 37 38 TABLE ST UA80X80X8 33. **************************************************************** 34. CONSTANTS 35. BETA 45 MEMB 33 34 36. *BETA 90 MEMB 2 37. MATERIAL STEEL ALL 38. **************************************************************** 39. S 40. 25 28 FIXED 41. **************************************************************** 42. MEMBER RELEASE 43. 28 29 32 TO 34 37 38 START MY MZ 44. 30 TO 33 37 38 END MY MZ 45. DEFINE UBC LOAD 46. **************************************************************** 47. ZONE 0.075 I 1.25 RWX 2.2 RWZ 2.2 STYP 4 48. SELFWEIGHT 1 49. ** 50. T WEIGHT 51. 26 WEIGHT 2.5 52. MEMBER WEIGHT 53. **************************************************************** 54. LOAD 10 EARTHQUAKE LOAD (EX) 55. ****************************************************************
56. UBC LOAD X 1 57. PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S ----------------------------------NUMBER OF TS/MEMBER+ELEMENTS/S =
10/
15/
2
SOLVER USED IS THE IN-CORE ADVANCED SOLVER TOTAL PRIMARY LOAD CASES =
1, TOTAL DEGREES OF FREEDOM =
48
*********************************************************** * * * X DIRECTION : Ta = 0.278 Tb = 0.175 T = 0.000 * * T = 0.175, LOAD FACTOR = 1.000 * * UBC TYPE = 97 * * UBC FACTOR V = 0.1705 x 16.68 = 2.84 KN * * * ***********************************************************
58. 59. 60. 61. 62. 63.
CHANGE **************************************************************** LOAD 11 EARTHQUAKE LOAD (EZ) **************************************************************** UBC LOAD Z 1 PERFORM ANALYSIS
*********************************************************** * * * Z DIRECTION : Ta = 0.278 Tb = 0.285 T = 0.000 * * T = 0.285, LOAD FACTOR = 1.000 * * UBC TYPE = 97 * * UBC FACTOR V = 0.1705 x 16.68 = 2.84 KN * * * ***********************************************************
64. 65. 66. 67. 68. 69. 70. 71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. 82. 83. 84. 85. 86. 87. 88. 89. 90. 91.
CHANGE **************************************************************** LOAD 1 LOADTYPE NONE TITLE DEAD LOADS - (DL) SELFWEIGHT Y -1 **************************************************************** **************************************************************** LOAD 2 LOADTYPE NONE TITLE LIVE LOADS (LL) T LOAD 26 29 31 33 34 FX 0.0001 **************************************************************** **************************************************************** LOAD 3 LOADTYPE NONE TITLE PIPING EMPTY LOADS (PE) **************************************************************** MEMBER LOAD 27 CON GZ 0.245 1 27 CON GY -7.294 1 27 CON GX 0.009 1 25 CON GY -2.043 1 25 CON GZ 0.081 1 25 CON GX 0.007 1 **************************************************************** LOAD 4 LOADTYPE NONE TITLE PIPING OPERATING LOADS (PO) **************************************************************** MEMBER LOAD 27 CON GZ -2.217 1 27 CON GY -7.42 1 27 CON GX -0.488 1 25 CON GY -3.102 1
92. 93. 94. 95. 96. 97. 98. 99. 100. 101. 102. 103. 104. 105. 106. 107. 108. 109. 110. 111. 112. 113. 114. 115. 116. 117. 118. 119. 120. 121. 122. 123. 124. 125. 126. 127. 128. 129. 130. 131. 132. 133. 134. 135. 136. 137. 138. 139. 140. 141. 142. 143. 144. 145. 146. 147. 148. 149. 150. 151. 152. 153. 154. 155. 156. 157. 158. 159. 160. 161. 162.
25 CON GZ 0.928 1 25 CON GX -0.075 1 **************************************************************** LOAD 5 LOADTYPE NONE TITLE PIPING TEST LOADS (PT) **************************************************************** MEMBER LOAD 27 CON GZ 0.232 1 27 CON GY -6.87 1 27 CON GX 0.012 1 25 CON GY -1.84 1 25 CON GZ 0.08 1 25 CON GX -0.001 1 **************************************************************** LOAD 6 LOADTYPE NONE TITLE FRICTION LOADS - TRANSVERSE (FLT) **************************************************************** MEMBER LOAD 25 27 32 CON GX 1E-005 1 **************************************************************** LOAD 7 LOADTYPE NONE TITLE FRICTION LOADS - LONG.(FLL) **************************************************************** MEMBER LOAD 25 27 32 CON GX 1E-005 1 **************************************************************** LOAD 8 LOADTYPE NONE TITLE WIND LOAD X **************************************************************** MEMBER LOAD 24 26 35 36 UNI GX 0.48 T LOAD 29 34 FX 0.99 MEMBER LOAD 28 TO 31 UNI GX 0.39 T LOAD 26 33 FX 1.06 * 14 TO 16 18 TO 20 25 TO 27 UNI GX 0.70 FROM STEEL AND PIPES/TRAYS **************************************************************** LOAD 9 LOADTYPE NONE TITLE WIND LOAD Z **************************************************************** MEMBER LOAD 24 TO 27 32 35 36 UNI GZ 0.48 24 26 35 36 UNI GZ 0.48 *WIND FROM VERTICAL TRAY 2.0M X 0.5 X0. 2.2 = 2.2KN *2.2/2 = 1.1KN AT T 15 21 *FACTORED LOAD COMBINATIONS FOR COLUMN, BEAMS FOUNDATION DESIGN **************************************************************** ***LOAD COMBINATIONS **** **************************************************************** ***ERECTION CONDITION*** **************************************************************** LOAD COMB 101 (DL+PE) 1 1.4 3 1.4 LOAD COMB 102 (DL+PE+WINDX) 1 1.4 3 1.4 8 1.4 LOAD COMB 103 (DL+PE-WINDX) 1 1.4 3 1.4 8 -1.4 LOAD COMB 104 (DL+PE+WINDZ) 1 1.4 3 1.4 9 1.4 LOAD COMB 105 (DL+PE-WINDZ) 1 1.4 3 1.4 9 -1.4 **************************************************************** ***OPERATION CONDITION*** **************************************************************** LOAD COMB 106 (DL+PO+LL) 1 1.4 4 1.4 2 1.6 LOAD COMB 107 (DL+PO+LL+FLT+FLL) 1 1.4 4 1.4 2 1.6 6 1.6 7 1.6 LOAD COMB 108 (DL+PO+LL-FLT+FLL) 1 1.4 4 1.4 2 1.6 6 -1.6 7 1.6 LOAD COMB 109 (DL+PO+LL+FLT-FLL) 1 1.4 4 1.4 2 1.6 6 1.6 7 -1.6 LOAD COMB 110 (DL+PO+LL-FLT-FLL) 1 1.4 4 1.4 2 1.6 6 -1.6 7 -1.6
164. 165. 166. 167. 168. 169. 170. 171. 172. 173. 174. 175. 176. 177. 178. 179. 180. 181. 182. 183. 184. 185. 186. 187. 188. 189. 190. 191. 192. 193. 194. 195. 196. 197. 198. 199. 200. 201. 202. 203. 204. 205. 206. 207. 208. 209. 210. 211. 212. 213. 214. 215. 216. 217. 218. 219. 220. 221. 222. 223. 224. 225. 226. 227. 228. 229. 230. 231. 232. 233. 234. 235.
LOAD COMB 111 (DL+PO+LL+FLT+FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 8 1.2 LOAD COMB 112 (DL+PO+LL-FLT+FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 8 1.2 LOAD COMB 113 (DL+PO+LL+FLT-FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 8 1.2 LOAD COMB 114 (DL+PO+LL-FLT-FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 8 1.2 *** ***OPERATION CONDITION - WINDX LOAD COMB 115 (DL+PO+LL+FLT+FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 8 -1.2 LOAD COMB 116 (DL+PO+LL-FLT+FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 8 -1.2 LOAD COMB 117 (DL+PO+LL+FLT-FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 8 -1.2 LOAD COMB 118 (DL+PO+LL-FLT-FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 8 -1.2 ***OPERATION CONDITION + WINDZ LOAD COMB 119 (DL+PO+LL+FLT+FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 9 1.2 LOAD COMB 120 (DL+PO+LL-FLT+FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 9 1.2 LOAD COMB 121 (DL+PO+LL+FLT-FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 9 1.2 LOAD COMB 122 (DL+PO+LL-FLT-FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 9 1.2 *** ***OPERATION CONDITION - WINDZ LOAD COMB 123 (DL+PO+LL+FLT+FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 9 -1.2 LOAD COMB 124 (DL+PO+LL-FLT+FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 9 -1.2 LOAD COMB 125 (DL+PO+LL+FLT-FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 9 -1.2 LOAD COMB 126 (DL+PO+LL-FLT-FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 9 -1.2 ***OPERATION CONDITION + EX LOAD COMB 127 (DL+PO+LL+FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 10 1.0 LOAD COMB 128 (DL+PO+LL-FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 10 1.0 LOAD COMB 129 (DL+PO+LL+FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 10 1.0 LOAD COMB 130 (DL+PO+LL-FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 10 1.0 *** ***OPERATION CONDITION - EX LOAD COMB 131 (DL+PO+LL+FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 10 -1.0 LOAD COMB 132 (DL+PO+LL-FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 10 -1.0 LOAD COMB 133 (DL+PO+LL+FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 10 -1.0 LOAD COMB 134 (DL+PO+LL-FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 10 -1.0 ***OPERATION CONDITION + EZ LOAD COMB 135 (DL+PO+LL+FLT+FLL+EZ) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 11 1.0 LOAD COMB 136 (DL+PO+LL-FLT+FLL+EZ) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 11 1.0 LOAD COMB 137 (DL+PO+LL+FLT-FLL+EZ) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 11 1.0 LOAD COMB 138 (DL+PO+LL-FLT-FLL+EZ) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 11 1.0 *** ***OPERATION CONDITION - EZ LOAD COMB 139 (DL+PO+LL+FLT+FLL-EZ) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 11 -1.0 LOAD COMB 140 (DL+PO+LL-FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 11 -1.0 LOAD COMB 141 (DL+PO+LL+FLT-FLL+EX)
236. 237. 238. 239. 240. 241. 242. 243. 244. 245. 246. 247. 248. 249. 250. 251. 252. 253. 254. 255. 256. 257. 258. 259. 260. 261. 262. 263. 264. 265. 266. 267. 268. 269. 270. 271. 272. 273. 274. 275. 276. 277. 278. 279. 280. 281. 282. 283. 284. 285. 286. 287. 288. 289. 290. 291. 292. 293. 294. 295. 296. 297. 298. 299. 300. 301. 302. 303. 304. 305. 306. 307.
1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 11 -1.0 LOAD COMB 142 (DL+PO+LL-FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 11 -1.0 **************************************************************** ***TEST CONDITION*** **************************************************************** LOAD COMB 143 (DL+TEST) 1 1.4 5 1.4 ***TEST + WINDX LOAD COMB 144 (DL+TEST+0.72 WINDX) 1 1.2 5 1.2 8 0.72 LOAD COMB 145 (DL+TEST-0.72 WINDX) 1 1.2 5 1.2 8 -0.72 ***TEST + WINDZ LOAD COMB 146 (DL+TEST+0.72 WINDX) 1 1.2 5 1.2 9 0.72 LOAD COMB 147 (DL+TEST-0.72 WINDX) 1 1.2 5 1.2 9 -0.72 *SERVICE LOAD COMBINATIONS **************************************************************** ***ERECTION CONDITION*** **************************************************************** LOAD COMB 201 (DL+PE) 1 1.0 3 1.0 LOAD COMB 202 (DL+PE+WINDX) 1 1.0 3 1.0 8 1.0 LOAD COMB 203 (DL+PE-WINDX) 1 1.0 3 1.0 8 -1.0 LOAD COMB 204 (DL+PE+WINDZ) 1 1.0 3 1.0 9 1.0 LOAD COMB 205 (DL+PE-WINDZ) 1 1.0 3 1.0 9 -1.0 **************************************************************** ***OPERATION CONDITION*** **************************************************************** LOAD COMB 206 (DL+PO+LL) 1 1.0 4 1.0 2 1.0 LOAD COMB 207 (DL+PO+LL+FLT+FLL) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 LOAD COMB 208 (DL+PO+LL-FLT+FLL) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 LOAD COMB 209 (DL+PO+LL+FLT-FLL) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 LOAD COMB 210 (DL+PO+LL-FLT-FLL) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 ***OPERATION CONDITION + WINDX LOAD COMB 211 (DL+PO+LL+FLT+FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 8 1.0 LOAD COMB 212 (DL+PO+LL-FLT+FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 8 1.0 LOAD COMB 213 (DL+PO+LL+FLT-FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 8 1.0 LOAD COMB 214 (DL+PO+LL-FLT-FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 8 1.0 *** ***OPERATION CONDITION - WINDX LOAD COMB 215 (DL+PO+LL+FLT+FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 8 -1.0 LOAD COMB 216 (DL+PO+LL-FLT+FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 8 -1.0 LOAD COMB 217 (DL+PO+LL+FLT-FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 8 -1.0 LOAD COMB 218 (DL+PO+LL-FLT-FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 8 -1.0 ***OPERATION CONDITION + WINDZ LOAD COMB 219 (DL+PO+LL+FLT+FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 9 1.0 LOAD COMB 220 (DL+PO+LL-FLT+FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 9 1.0 LOAD COMB 221 (DL+PO+LL+FLT-FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 9 1.0 LOAD COMB 222 (DL+PO+LL-FLT-FLL+WINDZ)
308. 309. 310. 311. 312. 313. 314. 315. 316. 317. 318. 319. 320. 321. 322. 323. 324. 325. 326. 327. 328. 329. 330. 331. 332. 333. 334. 335. 336. 337. 338. 339. 340. 341. 342. 343. 344. 345. 346. 347. 348. 349. 350. 351. 352. 353. 354. 355. 356. 357. 358. 359. 360. 361. 362. 363. 364. 365. 366. 367. 368. 369. 370. 371. 372. 373.
1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 9 1.0 *** ***OPERATION CONDITION - WINDZ LOAD COMB 223 (DL+PO+LL+FLT+FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 9 -1.0 LOAD COMB 224 (DL+PO+LL-FLT+FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 9 -1.0 LOAD COMB 225 (DL+PO+LL+FLT-FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 9 -1.0 LOAD COMB 226 (DL+PO+LL-FLT-FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 9 -1.0 ***OPERATION CONDITION + EX LOAD COMB 227 (DL+PO+LL+FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 10 0.715 LOAD COMB 228 (DL+PO+LL-FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 10 0.715 LOAD COMB 229 (DL+PO+LL+FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 10 0.715 LOAD COMB 230 (DL+PO+LL-FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 10 0.715 *** ***OPERATION CONDITION - EX LOAD COMB 231 (DL+PO+LL+FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 10 -0.715 LOAD COMB 232 (DL+PO+LL-FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 10 -0.715 LOAD COMB 233 (DL+PO+LL+FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 10 -0.715 LOAD COMB 234 (DL+PO+LL-FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 10 -0.715 ***OPERATION CONDITION + EZ LOAD COMB 235 (DL+PO+LL+FLT+FLL+EZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 11 0.715 LOAD COMB 236 (DL+PO+LL-FLT+FLL+EZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 11 0.715 LOAD COMB 237 (DL+PO+LL+FLT-FLL+EZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 11 0.715 LOAD COMB 238 (DL+PO+LL-FLT-FLL+EZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 11 0.715 *** ***OPERATION CONDITION - EZ LOAD COMB 239 (DL+PO+LL+FLT+FLL-EZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 11 -0.715 LOAD COMB 240 (DL+PO+LL-FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 11 -0.715 LOAD COMB 241 (DL+PO+LL+FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 11 -0.715 LOAD COMB 242 (DL+PO+LL-FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 11 -0.715 **************************************************************** ***TEST CONDITION*** **************************************************************** LOAD COMB 243 (DL+TEST) 1 1.0 5 1.0 ***TEST + WINDX LOAD COMB 244 (DL+TEST+0.6 WINDX) 1 1.0 5 1.0 8 0.6 LOAD COMB 245 (DL+TEST-0.6 WINDX) 1 1.0 5 1.0 8 -0.6 ***TEST + WINDZ LOAD COMB 246 (DL+TEST+0.6 WINDX) 1 1.0 5 1.0 9 0.6 LOAD COMB 247 (DL+TEST-0.6 WINDX) 1 1.0 5 1.0 9 -0.6 ****************************************************** PERFORM ANALYSIS
374. DEFINE ENVELOP 375. 201 TO 247 ENVELOP 1 TYPE SERVICEABILITY 376. 101 TO 147 ENVELOP 2 TYPE STRESS
378. 379. 380. 381. 382. 383. 384. 385. 386. 387. 388. 389. 390. 391. 392.
END DEFINE ENVELOP ****************************************************** PARAMETER 1 CODE BS5950 DJ1 26 MEMB 28 30 DJ2 29 MEMB 28 30 DJ2 30 MEMB 29 31 DJ1 27 MEMB 29 31 PY 250000 ALL DFF 180 MEMB 25 27 32 DFF 300 MEMB 28 TO 31 RATIO 0.9 ALL LOAD LIST 201 TO 247 LOAD LIST 101 TO 147 STEEL TAKE OFF LIST 24 TO 38
STEEL TAKE-OFF -------------PROFILE ST ST ST
LENGTH(METE)
UC254X254X89 UC203X203X46 UA80X80X8
WEIGHT(KN
)
12.15 5.60 8.54
10.776 2.580 0.825 ---------------TOTAL = 14.181
************ END OF DATA FROM INTERNAL STORAGE ************
393. CHECK CODE ALL
STAAD.Pro CODE CHECKING - (BSI ) *********************** PROGRAM CODE REVISION V2.12_5950-1_2000
ALL UNITS ARE - KN MEMBER
METE (UNLESS OTHERWISE NOTED)
TABLE
RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
24 ST UC254X254X89 25 ST UC254X254X89 26 ST UC254X254X89 27 ST UC254X254X89 28 ST UC203X203X46 29 ST UC203X203X46 30 ST UC203X203X46 31 ST UC203X203X46 32 ST UA80X80X8 33 ST UA80X80X8 34 ST UA80X80X8 35 ST UC254X254X89
4.54 C 4.59 T 7.26 C 9.08 T 0.93 C 0.31 T 0.93 C 0.22 T 0.01 C 1.87 C 0.00 T
ANNEX I.1 2.80 BS-4.2.3-(Y) 0.00 ANNEX I.1 2.45 BS-4.2.3-(Y) 0.00 ANNEX I.1 0.11 BS-4.8.2.2 0.02 ANNEX I.1 0.11 BS-4.8.2.2 -0.02 BS-4.8.3.3.1 0.13 BS-4.8.3.3.1 0.04 BS-4.9 0.90 ANNEX I.1
0.039 6.00 0.008 -0.01 0.057 12.02 0.019 0.01 0.008 0.69 0.010 1.12 0.008 0.69 0.010 -1.12 0.051 0.03 0.039 0.04 0.360 0.20 0.187
104 106 1.25 104 102 1.25 102 105 1.40 102 105 0.00 105 115 123 0.16 104
36 ST UC254X254X89 20.34 C 37 ST UA80X80X8 6.58 C 38 ST UA80X80X8 12.45 C
ANNEX I.1 22.67 BS-4.8.3.3.1 0.00 BS-4.8.3.3.1 0.00
0.201 12.02 0.069 0.04 0.116 0.04
104 106 102 -
************** END OF TABULATED RESULT OF DESIGN **************
394. FINISH
*********** END OF THE STAAD.Pro RUN *********** **** DATE= JUL 20,2012
TIME= 13:54:39 ****
************************************************************ * For questions on STAAD.Pro, please * * Research Engineers Offices at the following locations * * * * Telephone Email * * USA: +1 (714)974-2500 [email protected] * ************************************************************
**************************************************** * * * STAAD.Pro * * Version 2007 Build 04 * * Proprietary Program of * * Research Engineers, Intl. * * Date= JUL 20, 2012 * * Time= 13:55:55 * * * * ID: * ****************************************************
1. STAAD SPACE INPUT FILE: PS-04.STD 2. START JOB INFORMATION 3. ENGINEER DATE 9 JUL 2012 4. JOB NAME P11542 - PIPE 04 5. JOB CLIENT ADCO 6. ENGINEER NAME SBU 7. END JOB INFORMATION 8. **************************************************************** 9. INPUT WIDTH 79 10. **************************************************************** 11. UNIT METER KN 12. T COORDINATES 13. 25 0 100.3 4.5; 26 0 105.124 4.5; 27 0.250001 105.124 4.5 14. 28 -0.250001 105.124 4.5 15. MEMBER INCIDENCES 16. 24 26 25; 25 28 26; 26 26 27 17. **************************************************************** 18. DEFINE MATERIAL START 19. ISOTROPIC STEEL 20. E 2.05E+008 21. POISSON 0.3 22. DENSITY 78.5 23. ALPHA 1.2E-005 24. DAMP 0.03 25. END DEFINE MATERIAL 26. **************************************************************** 27. MEMBER PROPERTY BRITISH 28. 24 TO 26 TABLE ST UC254X254X89 29. **************************************************************** 30. CONSTANTS 31. *BETA 90 MEMB 2 32. MATERIAL STEEL ALL 33. **************************************************************** 34. S 35. 25 FIXED 36. **************************************************************** 37. DEFINE UBC LOAD 38. **************************************************************** 39. ZONE 0.075 I 1.25 RWX 2.2 RWZ 2.2 STYP 4 40. SELFWEIGHT 1 41. ** 42. T WEIGHT 43. 26 WEIGHT 2.5 44. MEMBER WEIGHT 45. **************************************************************** 46. LOAD 10 EARTHQUAKE LOAD (EX) 47. **************************************************************** 48. UBC LOAD X 1 49. PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S -----------------------------------
NUMBER OF TS/MEMBER+ELEMENTS/S =
4/
3/
1
SOLVER USED IS THE IN-CORE ADVANCED SOLVER TOTAL PRIMARY LOAD CASES =
1, TOTAL DEGREES OF FREEDOM =
18
*********************************************************** * * * X DIRECTION : Ta = 0.278 Tb = 0.163 T = 0.000 * * T = 0.163, LOAD FACTOR = 1.000 * * UBC TYPE = 97 * * UBC FACTOR V = 0.1705 x 7.22 = 1.23 KN * * * ***********************************************************
50. 51. 52. 53. 54. 55.
CHANGE **************************************************************** LOAD 11 EARTHQUAKE LOAD (EZ) **************************************************************** UBC LOAD Z 1 PERFORM ANALYSIS
*********************************************************** * * * Z DIRECTION : Ta = 0.278 Tb = 0.278 T = 0.000 * * T = 0.278, LOAD FACTOR = 1.000 * * UBC TYPE = 97 * * UBC FACTOR V = 0.1705 x 7.22 = 1.23 KN * * * ***********************************************************
56. 57. 58. 59. 60. 61. 62. 63. 64. 65. 66. 67. 68. 69. 70. 71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. 82. 83. 84. 85. 86. 87. 88. 89. 90. 91.
CHANGE **************************************************************** LOAD 1 LOADTYPE NONE TITLE DEAD LOADS - (DL) SELFWEIGHT Y -1 **************************************************************** **************************************************************** LOAD 2 LOADTYPE NONE TITLE LIVE LOADS (LL) T LOAD 26 TO 28 FX 0.0001 **************************************************************** **************************************************************** LOAD 3 LOADTYPE NONE TITLE PIPING EMPTY LOADS (PE) **************************************************************** T LOAD 26 FX -0.942 26 FY -6.607 **************************************************************** LOAD 4 LOADTYPE NONE TITLE PIPING OPERATING LOADS (PO) **************************************************************** T LOAD 26 FX -2.075 26 FY -6.929 26 FZ 0.458 **************************************************************** LOAD 5 LOADTYPE NONE TITLE PIPING TEST LOADS (PT) **************************************************************** T LOAD 26 FX -0.879 26 FY -6.184 **************************************************************** LOAD 6 LOADTYPE NONE TITLE FRICTION LOADS - TRANSVERSE (FLT) **************************************************************** T LOAD 26 FX 0.0001 **************************************************************** LOAD 7 LOADTYPE NONE TITLE FRICTION LOADS - LONG.(FLL)
92. 93. 94. 95. 96. 97. 98. 99. 100. 101. 102. 103. 104. 105. 106. 107. 108. 109. 110. 111. 112. 113. 114. 115. 116. 117. 118. 119. 120. 121. 122. 123. 124. 125. 126. 127. 128. 129. 130. 131. 132. 133. 134. 135. 136. 137. 138. 139. 140. 141. 142. 143. 144. 145. 146. 147. 148. 149. 150. 151. 152. 153. 154. 155. 156. 157. 158. 159. 160. 161. 162.
**************************************************************** T LOAD 26 FX 0.0001 **************************************************************** LOAD 8 LOADTYPE NONE TITLE WIND LOAD X **************************************************************** MEMBER LOAD 24 UNI GX 0.48 T LOAD 26 FX 1.15 * 14 TO 16 18 TO 20 25 TO 27 UNI GX 0.70 FROM STEEL AND PIPES/TRAYS **************************************************************** LOAD 9 LOADTYPE NONE TITLE WIND LOAD Z **************************************************************** MEMBER LOAD 24 TO 26 UNI GZ 0.48 T LOAD 26 FZ 1.12 *WIND FROM VERTICAL TRAY 2.0M X 0.5 X0. 2.2 = 2.2KN *2.2/2 = 1.1KN AT T 15 21 *FACTORED LOAD COMBINATIONS FOR COLUMN, BEAMS FOUNDATION DESIGN **************************************************************** ***LOAD COMBINATIONS **** **************************************************************** ***ERECTION CONDITION*** **************************************************************** LOAD COMB 101 (DL+PE) 1 1.4 3 1.4 LOAD COMB 102 (DL+PE+WINDX) 1 1.4 3 1.4 8 1.4 LOAD COMB 103 (DL+PE-WINDX) 1 1.4 3 1.4 8 -1.4 LOAD COMB 104 (DL+PE+WINDZ) 1 1.4 3 1.4 9 1.4 LOAD COMB 105 (DL+PE-WINDZ) 1 1.4 3 1.4 9 -1.4 **************************************************************** ***OPERATION CONDITION*** **************************************************************** LOAD COMB 106 (DL+PO+LL) 1 1.4 4 1.4 2 1.6 LOAD COMB 107 (DL+PO+LL+FLT+FLL) 1 1.4 4 1.4 2 1.6 6 1.6 7 1.6 LOAD COMB 108 (DL+PO+LL-FLT+FLL) 1 1.4 4 1.4 2 1.6 6 -1.6 7 1.6 LOAD COMB 109 (DL+PO+LL+FLT-FLL) 1 1.4 4 1.4 2 1.6 6 1.6 7 -1.6 LOAD COMB 110 (DL+PO+LL-FLT-FLL) 1 1.4 4 1.4 2 1.6 6 -1.6 7 -1.6 ***OPERATION CONDITION + WINDX LOAD COMB 111 (DL+PO+LL+FLT+FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 8 1.2 LOAD COMB 112 (DL+PO+LL-FLT+FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 8 1.2 LOAD COMB 113 (DL+PO+LL+FLT-FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 8 1.2 LOAD COMB 114 (DL+PO+LL-FLT-FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 8 1.2 *** ***OPERATION CONDITION - WINDX LOAD COMB 115 (DL+PO+LL+FLT+FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 8 -1.2 LOAD COMB 116 (DL+PO+LL-FLT+FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 8 -1.2 LOAD COMB 117 (DL+PO+LL+FLT-FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 8 -1.2 LOAD COMB 118 (DL+PO+LL-FLT-FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 8 -1.2 ***OPERATION CONDITION + WINDZ LOAD COMB 119 (DL+PO+LL+FLT+FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 9 1.2
164. 165. 166. 167. 168. 169. 170. 171. 172. 173. 174. 175. 176. 177. 178. 179. 180. 181. 182. 183. 184. 185. 186. 187. 188. 189. 190. 191. 192. 193. 194. 195. 196. 197. 198. 199. 200. 201. 202. 203. 204. 205. 206. 207. 208. 209. 210. 211. 212. 213. 214. 215. 216. 217. 218. 219. 220. 221. 222. 223. 224. 225. 226. 227. 228. 229. 230. 231. 232. 233. 234. 235.
1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 9 1.2 LOAD COMB 121 (DL+PO+LL+FLT-FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 9 1.2 LOAD COMB 122 (DL+PO+LL-FLT-FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 9 1.2 *** ***OPERATION CONDITION - WINDZ LOAD COMB 123 (DL+PO+LL+FLT+FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 9 -1.2 LOAD COMB 124 (DL+PO+LL-FLT+FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 9 -1.2 LOAD COMB 125 (DL+PO+LL+FLT-FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 9 -1.2 LOAD COMB 126 (DL+PO+LL-FLT-FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 9 -1.2 ***OPERATION CONDITION + EX LOAD COMB 127 (DL+PO+LL+FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 10 1.0 LOAD COMB 128 (DL+PO+LL-FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 10 1.0 LOAD COMB 129 (DL+PO+LL+FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 10 1.0 LOAD COMB 130 (DL+PO+LL-FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 10 1.0 *** ***OPERATION CONDITION - EX LOAD COMB 131 (DL+PO+LL+FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 10 -1.0 LOAD COMB 132 (DL+PO+LL-FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 10 -1.0 LOAD COMB 133 (DL+PO+LL+FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 10 -1.0 LOAD COMB 134 (DL+PO+LL-FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 10 -1.0 ***OPERATION CONDITION + EZ LOAD COMB 135 (DL+PO+LL+FLT+FLL+EZ) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 11 1.0 LOAD COMB 136 (DL+PO+LL-FLT+FLL+EZ) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 11 1.0 LOAD COMB 137 (DL+PO+LL+FLT-FLL+EZ) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 11 1.0 LOAD COMB 138 (DL+PO+LL-FLT-FLL+EZ) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 11 1.0 *** ***OPERATION CONDITION - EZ LOAD COMB 139 (DL+PO+LL+FLT+FLL-EZ) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 11 -1.0 LOAD COMB 140 (DL+PO+LL-FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 11 -1.0 LOAD COMB 141 (DL+PO+LL+FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 11 -1.0 LOAD COMB 142 (DL+PO+LL-FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 11 -1.0 **************************************************************** ***TEST CONDITION*** **************************************************************** LOAD COMB 143 (DL+TEST) 1 1.4 5 1.4 ***TEST + WINDX LOAD COMB 144 (DL+TEST+0.72 WINDX) 1 1.2 5 1.2 8 0.72 LOAD COMB 145 (DL+TEST-0.72 WINDX) 1 1.2 5 1.2 8 -0.72 ***TEST + WINDZ LOAD COMB 146 (DL+TEST+0.72 WINDX) 1 1.2 5 1.2 9 0.72 LOAD COMB 147 (DL+TEST-0.72 WINDX) 1 1.2 5 1.2 9 -0.72 *SERVICE LOAD COMBINATIONS **************************************************************** ***ERECTION CONDITION*** ****************************************************************
236. 237. 238. 239. 240. 241. 242. 243. 244. 245. 246. 247. 248. 249. 250. 251. 252. 253. 254. 255. 256. 257. 258. 259. 260. 261. 262. 263. 264. 265. 266. 267. 268. 269. 270. 271. 272. 273. 274. 275. 276. 277. 278. 279. 280. 281. 282. 283. 284. 285. 286. 287. 288. 289. 290. 291. 292. 293. 294. 295. 296. 297. 298. 299. 300. 301. 302. 303. 304. 305. 306. 307.
LOAD COMB 201 (DL+PE) 1 1.0 3 1.0 LOAD COMB 202 (DL+PE+WINDX) 1 1.0 3 1.0 8 1.0 LOAD COMB 203 (DL+PE-WINDX) 1 1.0 3 1.0 8 -1.0 LOAD COMB 204 (DL+PE+WINDZ) 1 1.0 3 1.0 9 1.0 LOAD COMB 205 (DL+PE-WINDZ) 1 1.0 3 1.0 9 -1.0 **************************************************************** ***OPERATION CONDITION*** **************************************************************** LOAD COMB 206 (DL+PO+LL) 1 1.0 4 1.0 2 1.0 LOAD COMB 207 (DL+PO+LL+FLT+FLL) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 LOAD COMB 208 (DL+PO+LL-FLT+FLL) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 LOAD COMB 209 (DL+PO+LL+FLT-FLL) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 LOAD COMB 210 (DL+PO+LL-FLT-FLL) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 ***OPERATION CONDITION + WINDX LOAD COMB 211 (DL+PO+LL+FLT+FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 8 1.0 LOAD COMB 212 (DL+PO+LL-FLT+FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 8 1.0 LOAD COMB 213 (DL+PO+LL+FLT-FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 8 1.0 LOAD COMB 214 (DL+PO+LL-FLT-FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 8 1.0 *** ***OPERATION CONDITION - WINDX LOAD COMB 215 (DL+PO+LL+FLT+FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 8 -1.0 LOAD COMB 216 (DL+PO+LL-FLT+FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 8 -1.0 LOAD COMB 217 (DL+PO+LL+FLT-FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 8 -1.0 LOAD COMB 218 (DL+PO+LL-FLT-FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 8 -1.0 ***OPERATION CONDITION + WINDZ LOAD COMB 219 (DL+PO+LL+FLT+FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 9 1.0 LOAD COMB 220 (DL+PO+LL-FLT+FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 9 1.0 LOAD COMB 221 (DL+PO+LL+FLT-FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 9 1.0 LOAD COMB 222 (DL+PO+LL-FLT-FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 9 1.0 *** ***OPERATION CONDITION - WINDZ LOAD COMB 223 (DL+PO+LL+FLT+FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 9 -1.0 LOAD COMB 224 (DL+PO+LL-FLT+FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 9 -1.0 LOAD COMB 225 (DL+PO+LL+FLT-FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 9 -1.0 LOAD COMB 226 (DL+PO+LL-FLT-FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 9 -1.0 ***OPERATION CONDITION + EX LOAD COMB 227 (DL+PO+LL+FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 10 0.715 LOAD COMB 228 (DL+PO+LL-FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 10 0.715 LOAD COMB 229 (DL+PO+LL+FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 10 0.715 LOAD COMB 230 (DL+PO+LL-FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 10 0.715 *** ***OPERATION CONDITION - EX
308. 309. 310. 311. 312. 313. 314. 315. 316. 317. 318. 319. 320. 321. 322. 323. 324. 325. 326. 327. 328. 329. 330. 331. 332. 333. 334. 335. 336. 337. 338. 339. 340. 341. 342. 343. 344. 345. 346. 347. 348. 349. 350. 351.
LOAD COMB 231 (DL+PO+LL+FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 10 -0.715 LOAD COMB 232 (DL+PO+LL-FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 10 -0.715 LOAD COMB 233 (DL+PO+LL+FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 10 -0.715 LOAD COMB 234 (DL+PO+LL-FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 10 -0.715 ***OPERATION CONDITION + EZ LOAD COMB 235 (DL+PO+LL+FLT+FLL+EZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 11 0.715 LOAD COMB 236 (DL+PO+LL-FLT+FLL+EZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 11 0.715 LOAD COMB 237 (DL+PO+LL+FLT-FLL+EZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 11 0.715 LOAD COMB 238 (DL+PO+LL-FLT-FLL+EZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 11 0.715 *** ***OPERATION CONDITION - EZ LOAD COMB 239 (DL+PO+LL+FLT+FLL-EZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 11 -0.715 LOAD COMB 240 (DL+PO+LL-FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 11 -0.715 LOAD COMB 241 (DL+PO+LL+FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 11 -0.715 LOAD COMB 242 (DL+PO+LL-FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 11 -0.715 **************************************************************** ***TEST CONDITION*** **************************************************************** LOAD COMB 243 (DL+TEST) 1 1.0 5 1.0 ***TEST + WINDX LOAD COMB 244 (DL+TEST+0.6 WINDX) 1 1.0 5 1.0 8 0.6 LOAD COMB 245 (DL+TEST-0.6 WINDX) 1 1.0 5 1.0 8 -0.6 ***TEST + WINDZ LOAD COMB 246 (DL+TEST+0.6 WINDX) 1 1.0 5 1.0 9 0.6 LOAD COMB 247 (DL+TEST-0.6 WINDX) 1 1.0 5 1.0 9 -0.6 ****************************************************** PERFORM ANALYSIS
352. 353. 354. 355. 356. 357. 358. 359. 360. 361. 362. 363.
DEFINE ENVELOP 201 TO 247 ENVELOP 1 TYPE SERVICEABILITY 101 TO 147 ENVELOP 2 TYPE STRESS 1 TO 11 ENVELOP 3 TYPE CONNECTION END DEFINE ENVELOP ****************************************************** PARAMETER 1 CODE BS5950 PY 250000 MEMB 24 LOAD LIST 201 TO 247 LOAD LIST 101 TO 147 CHECK CODE ALL
STAAD.Pro CODE CHECKING - (BSI ) *********************** PROGRAM CODE REVISION V2.12_5950-1_2000
ALL UNITS ARE - KN MEMBER
TABLE
METE (UNLESS OTHERWISE NOTED) RESULT/ FX
CRITICAL COND/ MY
RATIO/ MZ
LOADING/ LOCATION
24 ST UC254X254X89 13.98 C 25 ST UC254X254X89 0.00 26 ST UC254X254X89 0.00
ANNEX I.1 17.23 BS-4.2.3-(Y) 0.00 BS-4.2.3-(Y) 0.00
0.164 12.01 0.001 -0.04 0.001 0.04
122 101 0.25 101 0.00
************** END OF TABULATED RESULT OF DESIGN **************
364. ***************************************************** 365. LOAD LIST 1 TO 11 366. STEEL TAKE OFF LIST 24 TO 26 STEEL TAKE-OFF -------------PROFILE ST
LENGTH(METE)
UC254X254X89
WEIGHT(KN
)
5.32
4.723 ---------------TOTAL = 4.723
************ END OF DATA FROM INTERNAL STORAGE ************
367. FINISH
*********** END OF THE STAAD.Pro RUN *********** **** DATE= JUL 20,2012
TIME= 13:55:57 ****
************************************************************ * For questions on STAAD.Pro, please * * Research Engineers Offices at the following locations * * * * Telephone Email * * USA: +1 (714)974-2500 [email protected] * ************************************************************
Appendix - IV BASEPLATE DESIGN
PROJECT:
ENGG. SERVICES FOR MISCELLANEOUS PMRFs BAB BATCH-4
ADCO DOCUMENT NO.
DOC. TITLE:
DESIGN CALCULATION OF PIPE S
11-01-83-0602 PAGE
CONTRACT NO.:
7359.03
PROJECT NO:
P11542
REV.
A
DATE:
14
OF
15
10/8/2012
Appendix -IV 1 of 5
BASE PLATE AND ANCHOR BOLT DESIGN
Legends DP Depth of base plate (mm) Bp Breadth of base plate (mm) d' Edge distance (mm) tP Thickness of base plate (mm)
BASE PLATE BP1 (FOR COLUMN UC 254x254x89)
D_ped B_ped f'c fy Φ d'
d - d'
d'
d'
Y d-Y 0.5*(d-d') 0.5*(d+d') P M = Pe
A
d
0.5*(d+d') P M = Pe
A
B
Nx
d'
Ny
0.5*(d-d')
sbc B
σbc(min)
d - Y/3
σS*AS
T=
d - d'
σbc(max)
C = 0.5*σbc*bY
CASE - 1 COMPRESSION WITH BENDING (LARGE ECCENTRICITY)
Depth of pedestal (mm) Breadth of pedestal (mm) Comp. strength of concrete Yield stress of Base Plate Dia. of anchor bolt in mm No. of Bolts effective in resisting Major Moment No. of Bolts effective in resisting Minor Moment Permissible Bearing Stress In Conc. Permissible Tensile Stress In Bolt Permissible Shear Stress In Bolt
σs σv
d
Note: Minor Moment is used for Bolt
CASE - 2 COMPRESSION WITH BENDING (SMALL ECCENTRICITY - No Tens.)
tension Calculation using Bolt lever arm
SUMMARY OF RESULTS Base Plate Dimension = 500 x 500 x 25 Anchor Bolts = 4 Nos. 24 dia.
d'
d - d' d' d-Y) Y 0.5*(d-d') 0.5*(d+d') e P P M = Pe A B d - Y/3
Location of Resultant Axial Load
T=
σS*AS d
d' Location of Resultant Axial Load
0.5*(d-d') P
Tmax
C = 0.5*σbc*bY
CASE - 3 TENSION WITH BENDING (LARGE ECCENTRICITY)
d - d'
Edge distance in Base Plate = 50 mm. Maximum Compressive Stress = 4.39 MPa < Allowable = 21 MPa O.K. Maximum Tension on each bolt = 42.33 kN. < Allowable = 67.80 kN.
d'
0.5*(d+d') e
P M = Pe
d
Tmin
CASE - 4 TENSION WITH BENDING (SMALL ECCENTRICITY - No Comp.)
Check for combined Tension & Shear =
Mz
Dp (mm) Bp (mm) d' (mm) tP (mm) D_ped B_ped
500 500 50 25 750 750
f'c (Mpa) fy (Mpa) Φ Nx Ny
40 250 24 2 2
d' Bp d' Nx
sbc
21.0
Ny
Major Moment Direction Grade of Anchor Bolt Shear key used?
d = DP-d'
450
σs
240
σv
160
d'
d' Dp
Appendix -IV 2 of 5
25/PS-02
28/PS-03
101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125
DESIGN DATA Load Data Axial P kN 12.78 12.78 12.78 12.58 12.97 14.32 14.32 14.32 14.32 14.32 12.28 12.28 12.28 12.28 12.28 12.28 12.28 12.28 12.11 12.11 12.11 12.11 12.44 12.44 12.44 12.44 12.27 12.27 12.27 12.27 12.28 12.28 12.28 12.28 12.21 12.21 12.21 12.21 12.35 12.35 12.35 12.35 12.49 10.71 10.71 10.61 10.81 20.15 20.15 20.15 20.34 19.96 20.26 20.26 20.26 20.26 20.26 17.37 17.37 17.37 17.37 17.37 17.37 17.37 17.37 17.53 17.53 17.53 17.53 17.20 17.20 17.20
Major Moment Minor Moment
Mz kN-m 6.20 33.85 21.45 8.65 3.76 3.34 3.34 3.34 3.34 3.34 26.56 26.56 26.56 26.56 20.84 20.84 20.84 20.84 4.96 4.96 4.96 4.96 0.76 0.76 0.76 0.76 10.61 10.61 10.61 10.61 4.89 4.89 4.89 4.89 4.15 4.15 4.15 4.15 1.57 1.57 1.57 1.57 5.83 19.22 9.23 6.25 3.74 11.90 38.74 14.94 9.45 14.34 12.52 12.52 12.52 12.52 12.52 33.73 33.73 33.73 33.73 12.28 12.28 12.28 12.28 8.63 8.63 8.63 8.63 12.82 12.82 12.82
Mx kN-m 1.08 1.08 1.08 22.39 20.24 4.24 4.24 4.24 4.24 4.24 3.63 3.63 3.63 3.63 3.63 3.63 3.63 3.63 14.64 14.64 14.64 14.64 21.91 21.91 21.91 21.91 3.64 3.64 3.64 3.64 3.63 3.63 3.63 3.63 2.60 2.60 2.60 2.60 9.87 9.87 9.87 9.87 1.03 0.88 0.88 11.85 10.08 1.09 1.09 1.10 22.67 20.49 4.32 4.32 4.32 4.32 4.32 3.70 3.70 3.70 3.70 3.70 3.70 3.70 3.70 14.80 14.80 14.80 14.80 22.20 22.20 22.20
Shear V kN 0.29 7.92 7.56 7.92 7.45 1.15 1.15 1.15 1.15 1.15 6.05 6.05 6.05 6.05 7.30 7.30 7.30 7.30 5.82 5.82 5.82 5.82 7.40 7.40 7.40 7.40 1.31 1.31 1.31 1.31 2.45 2.45 2.45 2.45 0.72 0.72 0.72 0.72 2.33 2.33 2.33 2.33 0.27 4.13 3.84 4.15 3.76 0.28 7.39 7.71 8.09 7.60 0.93 0.93 0.93 0.93 0.93 6.47 6.47 6.47 6.47 6.56 6.56 6.56 6.56 5.94 5.94 5.94 5.94 7.51 7.51 7.51
Factor Y 125.111 90.611 94.406 111.128 167.805 202.910 202.910 202.910 202.910 202.910 92.068 92.068 92.068 92.068 94.290 94.290 94.290 94.290 135.237 135.237 135.237 135.237 No Tens. No Tens. No Tens. No Tens. 104.964 104.964 104.964 104.964 137.162 137.162 137.162 137.162 150.143 150.143 150.143 150.143 377.962 377.962 377.962 377.962 127.217 93.725 105.037 116.450 148.508 116.385 93.076 108.873 127.441 109.775 114.705 114.705 114.705 114.705 114.705 92.983 92.983 92.983 92.983 110.257 110.257 110.257 110.257 124.397 124.397 124.397 124.397 108.728 108.728 108.728
N-Axis Max. Depth Comp. Y Stress mm MPa 125.11 0.69 90.61 3.83 94.41 2.43 111.13 0.97 167.81 0.38 202.91 0.32 202.91 0.32 202.91 0.32 202.91 0.32 202.91 0.32 92.07 3.01 92.07 3.01 92.07 3.01 92.07 3.01 94.29 2.36 94.29 2.36 94.29 2.36 94.29 2.36 135.24 0.54 135.24 0.54 135.24 0.54 135.24 0.54 No Tens. 0.09 No Tens. 0.09 No Tens. 0.09 No Tens. 0.09 104.96 1.20 104.96 1.20 104.96 1.20 104.96 1.20 137.16 0.53 137.16 0.53 137.16 0.53 137.16 0.53 150.14 0.44 150.14 0.44 150.14 0.44 150.14 0.44 377.96 0.13 377.96 0.13 377.96 0.13 377.96 0.13 127.22 0.64 93.72 2.18 105.04 1.04 116.45 0.70 148.51 0.40 116.39 1.33 93.08 4.39 108.87 1.68 127.44 1.04 109.78 1.62 114.71 1.40 114.71 1.40 114.71 1.40 114.71 1.40 114.71 1.40 92.98 3.82 92.98 3.82 92.98 3.82 92.98 3.82 110.26 1.38 110.26 1.38 110.26 1.38 110.26 1.38 124.40 0.96 124.40 0.96 124.40 0.96 124.40 0.96 108.73 1.45 108.73 1.45 108.73 1.45
Total Maxm. No. of BoltsNo. of Comp. Tension Tension Bolts NT C T N kN kN 21.45 8.67 2 4 86.73 73.95 2 4 57.35 44.58 2 4 27.04 14.45 2 4 16.11 3.15 2 4 16.22 1.90 2 4 16.22 1.90 2 4 16.22 1.90 2 4 16.22 1.90 2 4 16.22 1.90 2 4 69.20 56.92 2 4 69.20 56.92 2 4 69.20 56.92 2 4 69.20 56.92 2 4 55.66 43.38 2 4 55.66 43.38 2 4 55.66 43.38 2 4 55.66 43.38 2 4 18.22 6.11 2 4 18.22 6.11 2 4 18.22 6.11 2 4 18.22 6.11 2 4 12.44 0.00 2 4 12.44 0.00 2 4 12.44 0.00 2 4 12.44 0.00 2 4 31.48 19.20 2 4 31.48 19.20 2 4 31.48 19.20 2 4 31.48 19.20 2 4 18.17 5.88 2 4 18.17 5.88 2 4 18.17 5.88 2 4 18.17 5.88 2 4 16.47 4.27 2 4 16.47 4.27 2 4 16.47 4.27 2 4 16.47 4.27 2 4 12.47 0.12 2 4 12.47 0.12 2 4 12.47 0.12 2 4 12.47 0.12 2 4 20.43 7.94 2 4 51.00 40.30 2 4 27.39 16.68 2 4 20.37 9.76 2 4 14.73 3.92 2 4 38.73 18.58 2 4 102.08 81.93 2 4 45.86 25.71 2 4 33.18 12.84 2 4 44.35 24.39 2 4 40.23 19.97 2 4 40.23 19.97 2 4 40.23 19.97 2 4 40.23 19.97 2 4 40.23 19.97 2 4 88.79 71.43 2 4 88.79 71.43 2 4 88.79 71.43 2 4 88.79 71.43 2 4 38.12 20.75 2 4 38.12 20.75 2 4 38.12 20.75 2 4 38.12 20.75 2 4 29.71 12.18 2 4 29.71 12.18 2 4 29.71 12.18 2 4 29.71 12.18 2 4 39.31 22.10 2 4 39.31 22.10 2 4 39.31 22.10 2 4
Forces per Bolt
Capacity of Bolt in
Tension FT
Shear FV
Tension PNOM
Shear PV
kN 5.68 38.32 23.64 35.22 26.87 6.25 6.25 6.25 6.25 6.25 33.00 33.00 33.00 33.00 26.23 26.23 26.23 26.23 21.35 21.35 21.35 21.35 27.38 27.38 27.38 27.38 14.15 14.15 14.15 14.15 7.47 7.47 7.47 7.47 5.39 5.39 5.39 5.39 12.40 12.40 12.40 12.40 5.26 21.25 9.45 19.69 14.56 10.66 42.33 14.22 34.76 37.81 15.38 15.38 15.38 15.38 15.38 40.34 40.34 40.34 40.34 15.00 15.00 15.00 15.00 24.59 24.59 24.59 24.59 38.80 38.80 38.80
kN 0.07 1.98 1.89 1.98 1.86 0.29 0.29 0.29 0.29 0.29 1.51 1.51 1.51 1.51 1.83 1.83 1.83 1.83 1.45 1.45 1.45 1.45 1.85 1.85 1.85 1.85 0.33 0.33 0.33 0.33 0.61 0.61 0.61 0.61 0.18 0.18 0.18 0.18 0.58 0.58 0.58 0.58 0.07 1.03 0.96 1.04 0.94 0.07 1.85 1.93 2.02 1.90 0.23 0.23 0.23 0.23 0.23 1.62 1.62 1.62 1.62 1.64 1.64 1.64 1.64 1.48 1.48 1.48 1.48 1.88 1.88 1.88
kN 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80
kN 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50
Combined Tension and Shear
Node No.
Load Combination No.
BASE PLATE AND ANCHOR BOLT DESIGN
Appendix -IV 3 of 5
BASE PLATE AND ANCHOR BOLT DESIGN 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 25/PS-04 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147
17.20 17.37 17.37 17.37 17.37 17.36 17.36 17.36 17.36 17.44 17.44 17.44 17.44 17.30 17.30 17.30 17.30 19.56 16.76 16.76 16.86 16.66 15.86 15.86 15.86 15.86 15.86 16.31 16.31 16.31 16.31 16.31 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 15.27 13.09 13.09 13.09 13.09
12.82 15.75 15.75 15.75 15.75 5.71 5.71 5.71 5.71 9.44 9.44 9.44 9.44 12.02 12.02 12.02 12.02 11.36 23.54 4.07 8.48 11.00 6.36 9.22 21.95 6.36 6.36 14.01 14.01 14.01 14.01 14.01 1.35 1.35 1.35 1.35 25.37 25.37 25.37 25.37 12.01 12.01 12.01 12.01 12.01 12.01 12.01 12.01 6.07 6.07 6.07 6.07 17.95 17.95 17.95 17.95 12.01 12.01 12.01 12.01 12.01 12.01 12.01 12.01 5.94 2.93 13.10 5.09 5.09
22.20 3.70 3.70 3.70 3.70 3.70 3.70 3.70 3.70 2.63 2.63 2.63 2.63 10.03 10.03 10.03 10.03 1.05 0.90 0.90 12.00 10.20 0.00 0.00 0.00 17.00 17.00 3.09 3.09 3.09 3.09 3.09 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 17.23 17.23 17.23 17.23 11.92 11.92 11.92 11.92 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 8.59 8.59 8.59 8.59 3.29 3.29 3.29 3.29 0.00 0.00 0.00 8.75 8.75
7.51 1.35 1.35 1.35 1.35 1.42 1.42 1.42 1.42 0.74 0.74 0.74 0.74 2.26 2.26 2.26 2.26 0.27 3.76 4.01 4.24 3.84 1.32 3.53 6.17 5.31 5.31 2.97 2.97 2.97 2.97 2.97 1.76 1.76 1.76 1.76 6.67 6.67 6.67 6.67 5.55 5.55 5.55 5.55 4.59 4.59 4.59 4.59 1.37 1.37 1.37 1.37 3.76 3.76 3.76 3.76 3.06 3.06 3.06 3.06 2.58 2.58 2.58 2.58 1.23 1.44 3.55 2.85 2.85
108.728 103.895 103.895 103.895 103.895 153.391 153.391 153.391 153.391 119.950 119.950 119.950 119.950 110.792 110.792 110.792 110.792 117.020 96.496 195.212 123.343 112.431 136.612 116.978 96.689 136.612 136.612 105.109 105.111 105.109 105.109 105.106 459.558 459.757 459.757 459.956 93.620 93.619 93.619 93.619 105.110 105.108 105.108 105.106 105.110 105.108 105.108 105.106 131.403 131.393 131.393 131.383 97.720 97.719 97.719 97.718 105.110 105.108 105.108 105.106 105.110 105.108 105.108 105.106 138.866 211.351 101.860 138.868 138.868
108.73 103.90 103.90 103.90 103.90 153.39 153.39 153.39 153.39 119.95 119.95 119.95 119.95 110.79 110.79 110.79 110.79 117.02 96.50 195.21 123.34 112.43 136.61 116.98 96.69 136.61 136.61 105.11 105.11 105.11 105.11 105.11 459.56 459.76 459.76 459.96 93.62 93.62 93.62 93.62 105.11 105.11 105.11 105.11 105.11 105.11 105.11 105.11 131.40 131.39 131.39 131.38 97.72 97.72 97.72 97.72 105.11 105.11 105.11 105.11 105.11 105.11 105.11 105.11 138.87 211.35 101.86 138.87 138.87
1.45 1.78 1.78 1.78 1.78 0.60 0.60 0.60 0.60 1.05 1.05 1.05 1.05 1.35 1.35 1.35 1.35 1.27 2.67 0.39 0.94 1.24 0.69 1.03 2.49 0.69 0.69 1.58 1.58 1.58 1.58 1.58 0.12 0.12 0.12 0.12 2.87 2.87 2.87 2.87 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 0.66 0.66 0.66 0.66 2.03 2.03 2.03 2.03 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 0.64 0.28 1.48 0.55 0.55
39.31 46.28 46.28 46.28 46.28 23.01 23.01 23.01 23.01 31.52 31.52 31.52 31.52 37.46 37.46 37.46 37.46 37.16 64.36 19.27 28.98 34.73 23.57 30.16 60.13 23.57 23.57 41.63 41.62 41.63 41.63 41.63 13.97 13.97 13.97 13.97 67.25 67.25 67.25 67.26 35.68 35.68 35.68 35.68 35.68 35.68 35.68 35.68 21.83 21.83 21.83 21.83 49.70 49.70 49.70 49.70 35.68 35.68 35.68 35.68 35.68 35.68 35.68 35.68 22.27 14.61 37.79 19.09 19.09
22.10 28.90 28.90 28.90 28.90 5.65 5.65 5.65 5.65 14.09 14.09 14.09 14.09 20.17 20.17 20.17 20.17 17.60 47.60 2.51 12.12 18.07 7.71 14.30 44.27 7.71 7.71 25.31 25.31 25.31 25.31 25.32 -0.01 -0.01 -0.01 -0.01 53.27 53.27 53.27 53.27 21.70 21.70 21.70 21.70 21.70 21.70 21.70 21.70 7.85 7.85 7.85 7.85 35.71 35.72 35.72 35.72 21.70 21.70 21.70 21.70 21.70 21.70 21.70 21.70 7.00 1.52 24.70 6.00 6.00
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
38.80 19.08 19.08 19.08 19.08 7.44 7.44 7.44 7.44 10.34 10.34 10.34 10.34 22.62 22.62 22.62 22.62 10.11 24.92 2.38 21.06 21.79 3.86 7.15 22.13 25.11 25.11 16.52 16.52 16.52 16.52 16.53 3.31 3.31 3.31 3.31 29.95 29.95 29.95 29.95 32.38 32.38 32.38 32.38 25.75 25.75 25.75 25.76 7.24 7.24 7.24 7.24 21.17 21.17 21.17 21.17 21.59 21.59 21.59 21.59 14.96 14.96 14.96 14.96 3.50 0.76 12.35 13.93 13.93
1.88 0.34 0.34 0.34 0.34 0.36 0.36 0.36 0.36 0.18 0.18 0.18 0.18 0.56 0.56 0.56 0.56 0.07 0.94 1.00 1.06 0.96 0.33 0.88 1.54 1.33 1.33 0.74 0.74 0.74 0.74 0.74 0.44 0.44 0.44 0.44 1.67 1.67 1.67 1.67 1.39 1.39 1.39 1.39 1.15 1.15 1.15 1.15 0.34 0.34 0.34 0.34 0.94 0.94 0.94 0.94 0.77 0.77 0.77 0.77 0.65 0.65 0.65 0.65 0.31 0.36 0.89 0.71 0.71
67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80
56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50
Appendix -IV 4 of 5
BASE PLATE AND ANCHOR BOLT DESIGN
DESIGN OF BASE PLATE AND BOLTS Design Data LOAD DATA Maximum Tension on each bolt Maximum Pressure below plate MATERIAL DATA Bearing stress in Conc. Tensile stress of Bolt Shear stress of Bolt Bending stress of Plate. Length of pressure distriution BASE PLATE DETAIL Length of Base Plate D Width of Base Plate b Thickness of Base Plate t Φ Dia. of Anchor Bolt No. of Anchor Bolt N Edge dist. w.r.t. Plt. d'
T P
= = = = = =
500 500 25 24 4 50
= =
42.3 kN. 4.39 MPa.
σbc fuf σv Fb Y
= = = = =
21 240 160 250 93.0758
mm. mm. mm. mm. mm.
a
b
a b
CASE - 1
CASE - 2
NA
NA
a
b
b
CASE - 3
NA
CASE - 4
NA
MPa MPa MPa MPa mm
Appendix -IV 5 of 5
BASE PLATE AND ANCHOR BOLT DESIGN
Design Moment on Base Plate Type 1: Four Sides Fixed :Boundary condition of base plate :Dimensions :b a = 200 mm =
CASE - 1
(NA)
a/b = 1.33333 say, 0.50 Refer Moody's α1 = 0.0815 chart for 0.00 kN-mm. Coefficients Design Moment on Base Plate due to compression,Ma = α1.p.a2= 150 mm
a - short side Design Moment Mu Type 2: Three Sides Fixed :Boundary condition of base plate :Dimensions :a b = 200 =
=
0.00 kN-mm.
CASE - 2
(NA)
(NA)
a/b = 1.33333 say, 1.00 Refer Moody's α3 = 0.2613 chart for 2 0.00 kN-mm. Coefficients Design Moment on Base Plate due to compression = α3.p.b =
Design Moment
Mu
Type 3: Two Sides Fixed :Boundary condition of base plate :Dimensions :b a = 120 mm =
150 mm
=
0.00 kN-mm.
(NA)
a - free side
CASE - 3
a/b = 0.49587 say, 1.00 Refer Moody's α4 = 0.2949 chart for -22.73 kN-mm. Coefficients Design Moment on Base Plate due to compression = α4.p.b2=
Design Moment
Mu
242 mm
=
-22.73 kN-mm.
b - longer side
Type 4: Cantilever Portion :Boundary condition of base plate :CASE - 4 (NA) Dimensions :Effective width of base plate, b = 98 mm Design Moment on Base Plate due to compression=p.b2/2 = 0.00 Design Moment
Mu
=
0.00 kN-mm.
Design of Base Plate Design Moment on Base Plate, Mu = Actual bending compressive stress on base plate, 218.20 MPa. fb = Design strength of base plate, Fb = 250 MPa.
kN.mm
(NA)
22.73 kN-mm/mm.
rel="nofollow">
fb
O.K.
Appendix - V FOUNDATION DESIGN
PROJECT:
ENGG. SERVICES FOR MISCELLANEOUS PMRFs BAB BATCH-4
ADCO DOCUMENT NO.
DOC. TITLE:
DESIGN CALCULATION OF PIPE S
11-01-83-0602 PAGE
CONTRACT NO.:
7359.03
PROJECT NO:
P11542
REV.
A
DATE:
15
OF
15
10/8/2012
Page 1 of 133
Dimensional Solutions Mat3D Foundation Name Designed By:
Version F1 LITWIN PEL
5.8.0
Engineer
MCA
Date Time Checker
9/11/2012 9:36:11 AM VBE
Filename:
DETAIL REPORT FOR F1 PROJECT INFORMATION Project Name: Project Number: Client: Project Location Foundation Description
DESIGN CODE
PWRI UPGRADE AT BAB CL-5, CL-15, CL-16 P11452 ADCO ABU DHABI F1
BSI 8110 - 1997
INPUT UNITS
SI
CONCRETE PARAMETERS: Compressive Strength (N/sq mm) Unit Weight (kN/cu m) Pier Concrete Cover - X Dir (mm) Pier Concrete Cover - Z Dir (mm) Footing Side Concrete Cover - X Dir (mm) Footing Side Concrete Cover - Z Dir (mm) Footing Top Concrete Cover (mm) Footing Bottom Concrete Cover - X Dir (mm)
OUTPUT UNITS
REINFORCING STEEL PARAMETERS: 40 24 75 75 75 75 75 75
Yield Strength (N/sq mm) Unit Weight (kN/cu m) Modulus of Elasticity (kN/sq mm) Pier Min Rebar Spacing (mm) Footing Min Rebar Spacing (mm) Footing Max Rebar Spacing (mm)
SOIL PARAMETERS:
REBAR PARAMETERS:
Unit Weight (kN/cu m) 18 Allowable Net Bearing Capacity (kN/sq m) 150 Bearing Capacity Method Linear Soil Pressure Soil Type Granular ive Pressure Coefficient Kp 3 Soil To Concrete Friction f 0.3 Allowable Increase in Soil Pressure due to Short Term Loads (%) Wind 0 Earthquake 0 Test Min Stability Ratio 1.5 Safety Factor against Lateral Forces 1.5
Max Long Bar Size Min Long Bar Size Max Tie Bar Size Min Tie Bar Size Max Ftg Bar Size Min Ftg Bar Size Temp & Shrinkage Steel Ratio
MINIMUM FOUNDATION CRITERIA: Depth of Footing Below Grade (mm) Minimum Soil Cover (mm) Grade Elevation (mm)
SI
460 78 200 100 100 300
20 16 10 10 25 10 0.0018
0
BUOYANCY CRITERIA: 2300 2000 100
Consider Buoyancy: Consider soil for buoyancy: Water table below grade (mm)
No No 3000
Page 2 of 133
DETAIL REPORT FOR F1 APPLIED LOADS P1 Load Case
1 - Dead 2 - DL 3 - LL 4 - PE 5 - PO 6 - PT 7 - FLT 8 - FLL 9 - WLX 10 - WLZ 11 - EQX 12 - EQZ
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 2.09 0.00 -5.62 -26.94 -6.21 0.00 0.00 -22.72 0.00 -5.37 0.00
0.00 -0.01 0.00 0.22 4.35 -0.27 0.00 0.00 6.17 0.00 1.14 0.00
0.00 0.01 0.00 0.10 0.38 0.05 0.00 0.00 0.42 0.00 0.07 0.00
0.00 0.00 0.00 0.18 0.22 0.17 0.00 0.00 0.00 -2.40 0.00 -0.84
0.00 0.00 0.00 0.84 1.02 0.76 0.00 0.00 0.00 -6.37 0.00 -3.65
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 2.39 0.00 26.93 52.28 20.09 0.00 0.00 22.72 0.00 5.37 0.00
0.00 0.01 0.00 0.06 0.27 0.02 0.00 0.00 0.55 0.00 0.05 0.00
0.00 0.01 0.00 0.09 0.33 0.05 0.00 0.00 0.35 0.00 0.06 0.00
0.00 0.00 0.00 -0.52 -0.64 -0.47 0.00 0.00 0.00 -2.85 0.00 -0.35
0.00 0.00 0.00 -2.47 -3.01 -2.23 0.00 0.00 0.00 -8.88 0.00 -1.31
P2 Load Case
1 - Dead 2 - DL 3 - LL 4 - PE 5 - PO 6 - PT 7 - FLT 8 - FLL 9 - WLX 10 - WLZ 11 - EQX 12 - EQZ
Page 3 of 133
DETAIL REPORT FOR F1 P3 Load Case
1 - Dead 2 - DL 3 - LL 4 - PE 5 - PO 6 - PT 7 - FLT 8 - FLL 9 - WLX 10 - WLZ 11 - EQX 12 - EQZ
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 11.20 13.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 1.12 1.31 0.00 0.00 0.00 0.00 0.71 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 1.12 1.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 4 of 133
DETAIL REPORT FOR F1 UNFACTORED (ALLOWABLE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
1 - Dead + DL + PE -3.54 2 - Dead + DL + PE + WLX -26.26 3 - Dead + DL + PE + -1WLX 19.19 4 - Dead + DL + PE + WLZ -3.54 5 - Dead + DL + PE + -1WLZ -3.54 6 - Dead + DL + LL + PO -24.86 7 - Dead + DL + LL + PO + FLT + FLL -24.87 8 - Dead + DL + LL + PO + -1FLT + FLL -24.86 9 - Dead + DL + LL + PO + FLT + -1FLL -24.86 10 - Dead + DL + LL + PO + -1FLT + -1FLL -24.85 11 - Dead + DL + LL + PO + FLT + FLL + WLX -47.59 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX -47.58 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX -47.58 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX -47.57 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX -2.15 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX -2.14 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX -2.14 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX -2.13 19 - Dead + DL + LL + PO + FLT + FLL + WLZ -24.87 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ -24.86 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ -24.86 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ -24.85 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ -24.87 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ -24.86 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ -24.86 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ -24.85 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX -28.71 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX -28.70 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX -28.70 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX-28.69 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX -21.02 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX -21.02 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX -21.02 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX -21.01 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ -24.87 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ -24.86 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ -24.86 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ-24.85 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ -24.87 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ -24.86 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ -24.86 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ -24.85 43 - Dead + DL + PT -4.12 44 - Dead + DL + PT + 0.6WLX -17.75 45 - Dead + DL + PT + -0.6WLX 9.51 46 - Dead + DL + PT + 0.6WLZ -4.12 47 - Dead + DL + PT + -0.6WLZ -4.12
0.20 6.37 -5.96 0.21 0.20 4.33 4.34 4.33 4.33 4.33 10.50 10.50 10.50 10.50 -1.83 -1.83 -1.83 -1.83 4.34 4.34 4.34 4.33 4.33 4.33 4.33 4.33 5.15 5.15 5.15 5.14 3.52 3.52 3.52 3.52 4.34 4.33 4.33 4.33 4.34 4.33 4.33 4.33 -0.29 3.41 -3.98 -0.28 -0.29
0.11 0.52 -0.31 0.11 0.11 0.39 0.39 0.39 0.39 0.39 0.80 0.80 0.80 0.80 -0.03 -0.03 -0.03 -0.03 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.44 0.44 0.44 0.44 0.33 0.33 0.33 0.33 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.06 0.31 -0.19 0.06 0.06
0.18 0.19 0.18 -2.22 2.58 0.22 0.22 0.22 0.22 0.22 0.23 0.23 0.23 0.23 0.22 0.22 0.22 0.22 -2.18 -2.18 -2.18 -2.18 2.62 2.62 2.62 2.62 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 -0.38 -0.38 -0.38 -0.38 0.83 0.83 0.83 0.83 0.17 0.17 0.17 -1.27 1.61
0.84 0.84 0.84 -5.53 7.21 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 -5.35 -5.35 -5.35 -5.35 7.39 7.39 7.39 7.39 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 -1.59 -1.59 -1.59 -1.59 3.63 3.63 3.63 3.63 0.76 0.76 0.76 -3.06 4.58
Page 5 of 133
DETAIL REPORT FOR F1 P2 Load Comb
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
1 - Dead + DL + PE 29.32 2 - Dead + DL + PE + WLX 52.04 3 - Dead + DL + PE + -1WLX 6.60 4 - Dead + DL + PE + WLZ 29.32 5 - Dead + DL + PE + -1WLZ 29.32 6 - Dead + DL + LL + PO 54.68 7 - Dead + DL + LL + PO + FLT + FLL 54.68 8 - Dead + DL + LL + PO + -1FLT + FLL 54.68 9 - Dead + DL + LL + PO + FLT + -1FLL 54.68 10 - Dead + DL + LL + PO + -1FLT + -1FLL 54.67 11 - Dead + DL + LL + PO + FLT + FLL + WLX 77.40 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 77.40 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 77.40 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 77.39 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 31.96 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 31.96 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 31.96 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 31.95 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 54.68 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 54.68 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 54.68 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 54.67 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 54.68 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 54.68 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 54.68 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 54.67 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 58.53 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 58.52 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 58.52 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX58.51 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 50.84 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 50.83 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 50.83 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX50.82 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 54.68 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 54.68 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 54.68 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 54.67 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 54.68 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 54.68 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 54.68 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ54.67 43 - Dead + DL + PT 22.49 44 - Dead + DL + PT + 0.6WLX 36.12 45 - Dead + DL + PT + -0.6WLX 8.86 46 - Dead + DL + PT + 0.6WLZ 22.49 47 - Dead + DL + PT + -0.6WLZ 22.49
0.08 0.63 -0.48 0.08 0.08 0.28 0.28 0.28 0.28 0.28 0.83 0.83 0.83 0.83 -0.27 -0.27 -0.27 -0.27 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.32 0.32 0.32 0.32 0.24 0.24 0.24 0.24 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.04 0.37 -0.29 0.04 0.04
0.10 0.45 -0.24 0.10 0.11 0.34 0.34 0.34 0.34 0.34 0.68 0.68 0.68 0.68 -0.01 -0.01 -0.01 -0.01 0.33 0.33 0.33 0.33 0.34 0.34 0.34 0.34 0.38 0.38 0.38 0.38 0.29 0.29 0.29 0.29 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.06 0.27 -0.15 0.06 0.06
-0.52 -0.52 -0.52 -3.38 2.33 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -3.49 -3.49 -3.49 -3.49 2.22 2.22 2.22 2.22 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -0.89 -0.89 -0.89 -0.89 -0.39 -0.39 -0.39 -0.39 -0.47 -0.47 -0.47 -2.18 1.24
-2.47 -2.47 -2.47 -11.35 6.41 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -11.89 -11.89 -11.89 -11.89 5.87 5.87 5.87 5.87 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -3.95 -3.95 -3.95 -3.95 -2.07 -2.07 -2.07 -2.07 -2.23 -2.23 -2.23 -7.56 3.09
Page 6 of 133
DETAIL REPORT FOR F1 P3 Load Comb
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
1 - Dead + DL + PE 11.20 2 - Dead + DL + PE + WLX 11.20 3 - Dead + DL + PE + -1WLX 11.20 4 - Dead + DL + PE + WLZ 11.20 5 - Dead + DL + PE + -1WLZ 11.20 6 - Dead + DL + LL + PO 13.13 7 - Dead + DL + LL + PO + FLT + FLL 13.13 8 - Dead + DL + LL + PO + -1FLT + FLL 13.13 9 - Dead + DL + LL + PO + FLT + -1FLL 13.13 10 - Dead + DL + LL + PO + -1FLT + -1FLL 13.13 11 - Dead + DL + LL + PO + FLT + FLL + WLX 13.13 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 13.13 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 13.13 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 13.13 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 13.13 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 13.13 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 13.13 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 13.13 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 13.13 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 13.13 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 13.13 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 13.13 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 13.13 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 13.13 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 13.13 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 13.13 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 13.13 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 13.13 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 13.13 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX13.13 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 13.13 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 13.13 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 13.13 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX13.13 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 13.13 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 13.13 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 13.13 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 13.13 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 13.13 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 13.13 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 13.13 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ13.13 43 - Dead + DL + PT 0.00 44 - Dead + DL + PT + 0.6WLX 0.00 45 - Dead + DL + PT + -0.6WLX 0.00 46 - Dead + DL + PT + 0.6WLZ 0.00 47 - Dead + DL + PT + -0.6WLZ 0.00
1.12 1.12 1.12 1.83 0.41 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 2.02 2.02 2.02 2.02 0.60 0.60 0.60 0.60 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 0.00 0.00 0.00 0.43 -0.43
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.12 1.12 1.12 1.12 1.12 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 7 of 133
DETAIL REPORT FOR F1 FACTORED (ULTIMATE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
1 - 1.4Dead + 1.4DL + 1.4PE -4.95 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX -36.76 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 26.86 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ -4.95 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ -4.95 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO -34.80 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL -34.82 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL-34.80 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL-34.80 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL -34.79 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL-57.10 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -57.09 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL -57.09 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -57.09 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL -2.58 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-2.57 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL-2.57 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -2.56 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL-29.84 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -29.83 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL -29.83 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -29.82 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL-29.84 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -29.83 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL -29.83 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -29.82 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL +-35.21 EQX 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -35.20 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -35.20 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -35.19 + EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL +-24.47 -1EQX 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -24.46 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -24.46 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -24.45 + -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL +-29.84 EQZ 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -29.83 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -29.83 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -29.82 + EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL +-29.84 -1EQZ 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -29.83 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -29.83 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -29.82 + -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT -5.77 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX -21.30 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 11.41 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ -4.95 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ -4.95
0.29 8.92 -8.35 0.29 0.28 6.07 6.07 6.07 6.07 6.06 12.60 12.60 12.60 12.60 -2.19 -2.20 -2.20 -2.20 5.21 5.20 5.20 5.20 5.20 5.20 5.20 5.20 6.34 6.34 6.34 6.34 4.07 4.06 4.06 4.06 5.20 5.20 5.20 5.20 5.20 5.20 5.20 5.20 -0.40 4.10 -4.78 -0.34 -0.34
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.15 0.73 -0.43 0.15 0.15 0.54 0.54 0.54 0.54 0.54 0.96 0.96 0.96 0.96 -0.03 -0.03 -0.03 -0.03 0.47 0.47 0.47 0.47 0.46 0.46 0.46 0.46 0.54 0.54 0.54 0.54 0.39 0.39 0.39 0.39 0.46 0.46 0.46 0.46 0.46 0.46 0.46 0.46 0.08 0.37 -0.23 0.07 0.07
0.26 0.26 0.26 -3.10 3.62 0.31 0.31 0.31 0.31 0.31 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 -2.61 -2.61 -2.61 -2.61 3.15 3.15 3.15 3.15 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 -0.57 -0.57 -0.57 -0.57 1.11 1.11 1.11 1.11 0.23 0.20 0.20 -1.53 1.93
1.17 1.17 1.17 -7.74 10.09 1.43 1.43 1.43 1.43 1.43 1.23 1.23 1.23 1.23 1.23 1.23 1.23 1.23 -6.42 -6.42 -6.42 -6.42 8.87 8.87 8.87 8.87 1.23 1.23 1.23 1.23 1.23 1.23 1.23 1.23 -2.43 -2.43 -2.43 -2.43 4.88 4.88 4.88 4.88 1.06 0.91 0.91 -3.68 5.49
Page 8 of 133
DETAIL REPORT FOR F1 P2 Load Comb
Axial (kN)
Shear X (kN)
1 - 1.4Dead + 1.4DL + 1.4PE 41.05 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 72.86 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 9.24 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 41.05 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 41.05 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 76.55 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 76.56 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 76.55 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 76.55 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 76.53 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL92.88 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL92.87 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL92.87 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 92.86 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL38.36 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL38.35 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL38.35 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 38.34 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL65.62 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL65.61 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL65.61 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 65.60 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL65.62 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL65.61 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL65.61 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 65.60 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 70.99 EQX 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +70.98 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +70.98 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 70.97 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 60.24 -1EQX 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +60.24 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +60.24 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 60.23 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 65.62 EQZ 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +65.61 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +65.61 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 65.60 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 65.62 -1EQZ 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +65.61 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +65.61 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 65.60 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 31.48 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 43.34 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 10.63 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 26.98 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 26.98
0.11 0.88 -0.67 0.11 0.11 0.39 0.39 0.39 0.39 0.39 1.00 1.00 1.00 1.00 -0.33 -0.33 -0.33 -0.33 0.33 0.33 0.33 0.33 0.34 0.34 0.34 0.34 0.39 0.39 0.39 0.39 0.28 0.28 0.28 0.28 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.05 0.44 -0.35 0.04 0.05
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.15 0.63 -0.34 0.14 0.15 0.47 0.47 0.47 0.47 0.47 0.82 0.82 0.82 0.82 -0.01 -0.01 -0.01 -0.01 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.46 0.46 0.46 0.46 0.34 0.34 0.34 0.34 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.09 0.32 -0.18 0.07 0.08
-0.73 -0.73 -0.73 -4.73 3.26 -0.89 -0.89 -0.89 -0.89 -0.89 -0.77 -0.77 -0.77 -0.77 -0.76 -0.76 -0.76 -0.76 -4.19 -4.19 -4.19 -4.19 2.66 2.66 2.66 2.66 -0.76 -0.76 -0.76 -0.76 -0.76 -0.76 -0.76 -0.76 -1.11 -1.11 -1.11 -1.11 -0.42 -0.42 -0.42 -0.42 -0.66 -0.57 -0.57 -2.62 1.49
-3.46 -3.46 -3.46 -15.89 8.97 -4.22 -4.22 -4.22 -4.22 -4.22 -3.62 -3.62 -3.62 -3.62 -3.62 -3.62 -3.62 -3.62 -14.27 -14.27 -14.27 -14.27 7.04 7.04 7.04 7.04 -3.62 -3.62 -3.62 -3.62 -3.62 -3.62 -3.62 -3.62 -4.93 -4.93 -4.93 -4.93 -2.30 -2.30 -2.30 -2.30 -3.13 -2.68 -2.68 -9.07 3.71
Page 9 of 133
DETAIL REPORT FOR F1 P3 Load Comb
Axial (kN)
Shear X (kN)
1 - 1.4Dead + 1.4DL + 1.4PE 15.68 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 15.68 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 15.68 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 15.68 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 15.68 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 18.38 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 18.38 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 18.38 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 18.38 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 18.38 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL15.76 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL15.76 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL15.76 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 15.76 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL15.76 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL15.76 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL15.76 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 15.76 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL15.76 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL15.76 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL15.76 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 15.76 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL15.76 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL15.76 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL15.76 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 15.76 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 15.76 EQX 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +15.76 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +15.76 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 15.76 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 15.76 -1EQX 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +15.76 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +15.76 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 15.76 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 15.76 EQZ 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +15.76 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +15.76 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 15.76 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 15.76 -1EQZ 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +15.76 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +15.76 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 15.76 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 0.00 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.00 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.00 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.00 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.00
1.57 1.57 1.57 2.56 0.57 1.84 1.84 1.84 1.84 1.84 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 2.43 2.43 2.43 2.43 0.72 0.72 0.72 0.72 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 0.00 0.00 0.00 0.51 -0.51
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.57 1.57 1.57 1.57 1.57 1.84 1.84 1.84 1.84 1.84 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 10 of 133
DETAIL REPORT FOR F1 BEARING CAPACITY - LINEAR SOIL PRESSURE METHOD Load Comb
Max Pressure (kN/sq m)
All Pressure (kN/sq m)
Ecc Z Dir (cm)
Ecc X Dir (cm)
Moment Z axis (kN-m)
Moment X axis (kN-m)
1 - Dead + DL + PE 66.94 2 - Dead + DL + PE + WLX 83.03 3 - Dead + DL + PE + -1WLX 67.37 4 - Dead + DL + PE + WLZ 62.44 5 - Dead + DL + PE + -1WLZ 75.84 6 - Dead + DL + LL + PO 82.13 7 - Dead + DL + LL + PO + FLT + FLL 82.14 8 - Dead + DL + LL + PO + -1FLT + FLL 82.13 9 - Dead + DL + LL + PO + FLT + -1FLL 82.13 10 - Dead + DL + LL + PO + -1FLT + -1FLL 82.13 11 - Dead + DL + LL + PO + FLT + FLL + WLX 98.22 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 98.22 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 98.22 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 98.21 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 66.05 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 66.05 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 66.05 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 66.04 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 76.94 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 76.93 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 76.93 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 76.93 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 91.04 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 91.03 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 91.03 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 91.03 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 84.54 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 84.54 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 84.54 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX84.53 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 79.73 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 79.73 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 79.73 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX79.72 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 80.21 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 80.20 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 80.20 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 80.20 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 84.07 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 84.06 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 84.06 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ84.06 43 - Dead + DL + PT 61.31 44 - Dead + DL + PT + 0.6WLX 70.96 45 - Dead + DL + PT + -0.6WLX 61.25 46 - Dead + DL + PT + 0.6WLZ 55.97 47 - Dead + DL + PT + -0.6WLZ 66.65
191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40
6.73 6.73 6.73 1.99 15.45 6.92 6.92 6.92 6.92 6.92 6.92 6.92 6.92 6.92 6.92 6.92 6.92 6.92 1.64 1.64 1.64 1.64 15.49 15.49 15.49 15.49 6.92 6.92 6.92 6.92 6.92 6.92 6.92 6.92 5.21 5.21 5.21 5.21 8.64 8.64 8.64 8.64 7.42 7.42 7.42 1.87 12.97
5.68 17.36 5.99 6.23 5.14 15.49 15.49 15.49 15.49 15.48 26.96 26.96 26.96 26.95 4.02 4.02 4.02 4.02 16.03 16.02 16.02 16.02 14.96 14.95 14.95 14.95 17.21 17.20 17.20 17.20 13.78 13.77 13.77 13.77 15.49 15.49 15.49 15.48 15.49 15.49 15.49 15.48 3.74 11.17 3.69 4.09 3.39
18.50 56.51 19.51 20.27 16.72 51.33 51.34 51.33 51.33 51.32 89.35 89.33 89.33 89.32 13.33 13.32 13.32 13.31 53.11 53.10 53.10 53.09 49.56 49.55 49.55 49.54 57.02 57.01 57.01 56.99 45.66 45.65 45.65 45.64 51.34 51.33 51.33 51.32 51.34 51.33 51.33 51.32 11.47 34.28 11.33 12.54 10.41
21.91 21.91 21.91 6.47 50.29 22.94 22.94 22.94 22.94 22.94 22.94 22.94 22.94 22.94 22.94 22.94 22.94 22.94 5.44 5.44 5.44 5.44 51.32 51.32 51.32 51.32 22.94 22.94 22.94 22.94 22.94 22.94 22.94 22.94 17.26 17.26 17.26 17.26 28.62 28.62 28.62 28.62 22.78 22.78 22.78 5.75 39.81
Rem
Page 11 of 133
DETAIL REPORT FOR F1 STABILITY RATIO / SLIDING SAFETY FACTOR Load Comb
S.R. Z Dir
S.R. X Dir
All S.R.
Sliding FS - Z
Sliding FS - X
All FS
1 - Dead + DL + PE 65.30 2 - Dead + DL + PE + WLX 18.84 3 - Dead + DL + PE + -1WLX 100.00 4 - Dead + DL + PE + WLZ 12.58 5 - Dead + DL + PE + -1WLZ 14.17 6 - Dead + DL + LL + PO 19.38 7 - Dead + DL + LL + PO + FLT + FLL 19.38 8 - Dead + DL + LL + PO + -1FLT + FLL 19.38 9 - Dead + DL + LL + PO + FLT + -1FLL 19.38 10 - Dead + DL + LL + PO + -1FLT + -1FLL 19.39 11 - Dead + DL + LL + PO + FLT + FLL + WLX 11.61 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 11.61 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 11.61 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 11.61 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 69.68 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 69.75 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 69.75 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 69.82 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 6.52 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 6.52 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 6.52 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 6.52 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 9.74 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 9.74 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 9.74 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 9.74 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 17.35 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 17.36 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 17.36 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX17.36 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 21.98 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 21.98 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 21.98 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX21.99 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 9.04 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 9.04 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 9.04 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 9.04 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 16.54 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 16.54 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 16.54 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ16.54 43 - Dead + DL + PT 38.86 44 - Dead + DL + PT + 0.6WLX 12.33 45 - Dead + DL + PT + -0.6WLX 100.00 46 - Dead + DL + PT + 0.6WLZ 16.46 47 - Dead + DL + PT + -0.6WLZ 23.12
38.45 5.94 21.83 32.28 47.54 6.88 6.88 6.88 6.88 6.88 3.62 3.62 3.62 3.62 58.23 58.23 58.23 58.23 6.66 6.66 6.66 6.66 7.11 7.11 7.11 7.11 6.01 6.02 6.02 6.02 8.05 8.05 8.05 8.05 6.88 6.88 6.88 6.88 6.88 6.88 6.88 6.88 100.00 9.18 31.25 43.83 78.93
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
100.00 100.00 100.00 39.36 29.17 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 40.84 40.84 40.84 40.84 28.89 28.89 28.89 28.89 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 49.28 59.88
100.00 24.03 36.71 92.40 100.00 33.23 33.22 33.23 33.23 33.25 15.57 15.58 15.58 15.58 100.00 100.00 100.00 100.00 29.67 29.68 29.68 29.69 37.74 37.76 37.76 37.77 29.05 29.06 29.06 29.07 38.79 38.81 38.81 38.82 33.22 33.23 33.23 33.25 33.22 33.23 33.23 33.25 100.00 50.11 44.30 100.00 100.00
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
Remarks
Page 12 of 133
DETAIL REPORT FOR F1 FOOTING DESIGN INFORMATION X Dim (mm) Z Dim (mm) Thickness (mm)
2250.00 2800.00 300.00
Top Steel Governing Combination
No of Bars
11. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 18 1.2WLX 5. 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 15
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
Moment (kN m/m)
12 12
150 150
7.27 7.54
0.2 0.72
-2 -6
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
(kN m/m)
12 12
150 150
7.27 7.54
5.4 5.4
10 18
Rem
Direction
X Z
Bottom Steel Governing Combination
No of Bars
11. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 18 1.2WLX 4. 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 15
PUNCHING SHEAR P1 Control Comb
3. 1.4Dead + 1.4DL + 1.4PE + -1.4WLX
Net Ult Load (kN)
Punch. Stress (N/sq mm)
All Stress (N/sq mm)
11.73
0.01
0.63
Punch. Stress (N/sq mm)
All Stress (N/sq mm)
P2 Control Comb
Net Ult Load (kN)
11. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL78.02 + 1.2WLX
0.08
0.63
Net Ult Load (kN)
Punch. Stress (N/sq mm)
All Stress (N/sq mm)
21.93
0.02
0.63
Rem
P3 Control Comb
5. 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ
Rem
Moment
Direction
X Z
Page 13 of 133
DETAIL REPORT FOR F1 MAXIMUM SHEAR - X DIRECTION Load Comb
Left Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 1.58 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 1.58 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 1.08 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 1.58 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 1.58 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 1.58 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 1.58 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 1.58 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 1.58 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL1.58 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.58 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.58 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.58 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.58 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.58 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.58 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.58 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.58 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.58 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.58 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.58 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.58 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.58 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.58 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.58 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.58 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 1.58 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.58 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.58 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.58 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 1.58 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.58 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.58 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.58 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 1.58 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.58 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.58 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.58 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 1.58 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.58 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.58 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.58 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 1.58 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 1.58 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 1.58 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 1.58 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 1.58
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
-51.55 -81.35 23.70 -52.94 -50.16 -79.79 -79.80 -79.79 -79.79 -79.78 -93.94 -93.93 -93.93 -93.92 -42.86 -42.85 -42.85 -42.84 -69.59 -69.58 -69.58 -69.58 -67.21 -67.20 -67.20 -67.19 -72.85 -72.84 -72.84 -72.83 -63.95 -63.94 -63.94 -63.93 -68.40 -68.39 -68.39 -68.38 -68.40 -68.39 -68.39 -68.38 -38.22 -48.08 -17.44 -33.48 -32.04
0.09 0.15 0.04 0.10 0.09 0.14 0.14 0.14 0.14 0.14 0.17 0.17 0.17 0.17 0.08 0.08 0.08 0.08 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.13 0.13 0.13 0.13 0.11 0.11 0.11 0.11 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.07 0.09 0.03 0.06 0.06
0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63
Rem
Page 14 of 133
DETAIL REPORT FOR F1 MAXIMUM SHEAR - Z DIRECTION Load Comb
Bottom Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 2.51 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 2.51 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 2.51 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 1.51 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 2.51 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 2.51 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 2.51 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 2.51 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 2.51 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL2.51 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 2.51 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 2.51 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 2.51 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL2.51 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 2.51 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 2.51 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 2.51 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL2.51 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.51 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.51 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.51 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.51 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 2.51 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 2.51 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 2.51 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL2.51 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 2.51 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 2.51 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 2.51 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +2.51 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 2.51 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 2.51 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 2.51 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +2.51 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 1.51 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.51 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.51 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.51 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 2.51 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 2.51 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 2.51 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +2.51 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 1.51 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 1.51 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 1.51 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 1.51 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 2.51
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
-18.89 -18.89 -18.89 37.25 -26.80 -20.04 -20.04 -20.04 -20.04 -20.04 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18 32.82 32.82 32.82 32.82 -23.96 -23.96 -23.96 -23.96 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18 18.91 18.91 18.91 18.91 -18.76 -18.76 -18.76 -18.76 17.08 14.64 14.64 25.52 -18.15
0.04 0.04 0.04 0.08 0.06 0.05 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.07 0.07 0.07 0.07 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.03 0.03 0.06 0.04
0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64
Rem
Page 15 of 133
DETAIL REPORT FOR F1 PIER/BASE PLATE DESIGN INFORMATION X Dim (mm) Z Dim (mm) Height above grade (mm) X Offset (mm) Z Offset (mm) Requested Reinft. Ratio Provided Reinft. Ratio Long Bar Size (mm) Bars in X Dir Bars in Z Dir Total Long Bars Tie Bar Size (mm) Total No. of Ties Major Tie Spacing (mm)
P1 600.00 600.00 200.00 675.00 2010.00 0.0018 0.0067 16 4 4 12 12 16 150
P2 600.00 600.00 200.00 1575.00 2010.00 0.0018 0.0067 16 4 4 12 12 16 150
P3 500.00 500.00 200.00 1125.00 690.00 0.0018 0.0097 16 4 4 12 12 16 150
Page 16 of 133
DETAIL REPORT FOR F1 PIER ULTIMATE LOAD CAPACITIES
P1 Load Comb
Axial Load (kN)
Axial Capa. (kN)
Mom X
Mom X Capa (kN m)
Mom Z
(kN m)
(kN m)
Mom Z Capa (kN m)
1 - 1.4Dead + 1.4DL + 1.4PE 21.66 5135.96 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX -10.15 -10.25 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 53.47 1519.69 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 21.66 590.81 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 21.66 440.03 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO -8.19 -8.27 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL -8.20 -8.29 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL -8.19 -8.27 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL -8.19 -8.27 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL -8.18 -8.26 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL-34.29 + 1.2WLX -258.82 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -34.29 + 1.2WLX -258.80 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL -34.29 + 1.2WLX -258.80 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -34.28 + 1.2WLX -258.78 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL20.23 + -1.2WLX 2207.07 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL20.24 + -1.2WLX 2205.95 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL20.24 + -1.2WLX 2205.95 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 20.25 + -1.2WLX2204.85 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL -7.03 + 1.2WLZ -7.10 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-7.02 + 1.2WLZ -7.09 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL-7.02 + 1.2WLZ -7.09 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -7.01 + 1.2WLZ -7.08 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL -7.03 + -1.2WLZ -7.10 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-7.02 + -1.2WLZ -7.09 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL-7.02 + -1.2WLZ -7.09 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -7.01 + -1.2WLZ -7.08 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL +-12.40 EQX -12.53 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -12.39 EQX -12.52 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -12.39 EQX -12.52 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -12.38 + EQX -12.51 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1.66 -1EQX -1.67 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-1.65 -1EQX -1.66 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +-1.65 -1EQX -1.66 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-1.64 -1EQX -1.65 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -7.03 EQZ -7.10 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-7.02 EQZ -7.09 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +-7.02 EQZ -7.09 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-7.01 EQZ -7.08 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -7.03 -1EQZ -7.10 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-7.02 -1EQZ -7.09 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +-7.02 -1EQZ -7.09 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-7.01 -1EQZ -7.08 43 - 1.4Dead + 1.4DL + 1.4PT 20.84 5169.19 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 1.50 1.52 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 34.22 1784.07 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 17.86 1263.29 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 17.86 788.63
1.74 1.74 1.74 14.57 18.05 2.12 2.12 2.12 2.12 2.12 1.82 1.82 1.82 1.82 1.82 1.82 1.82 1.82 12.16 12.16 12.16 12.16 15.80 15.80 15.80 15.80 1.82 1.82 1.82 1.82 1.82 1.82 1.82 1.82 3.69 3.69 3.69 3.69 7.33 7.33 7.33 7.33 1.57 1.35 1.35 7.04 9.73
418.73 23.02 48.84 395.86 366.64 41.25 41.23 41.25 41.25 41.27 13.87 13.87 13.87 13.88 196.85 196.66 196.66 196.46 396.31 175.03 175.03 175.07 229.44 229.46 229.46 229.47 33.90 33.92 33.92 33.93 52.46 52.49 52.49 52.52 82.32 82.36 82.36 82.40 147.22 147.28 147.28 147.33 410.96 39.01 69.10 497.58 429.28
0.78 20.35 18.79 0.78 0.77 13.89 13.90 13.89 13.89 13.88 28.69 28.68 28.68 28.68 4.86 4.87 4.87 4.87 11.92 11.91 11.91 11.91 11.90 11.90 11.90 11.89 14.49 14.48 14.48 14.47 9.34 9.33 9.33 9.33 11.91 11.91 11.91 11.90 11.91 11.91 11.91 11.90 0.80 9.38 10.75 0.68 0.69
179.32 273.74 530.95 21.48 15.62 272.27 272.28 272.27 272.27 272.27 217.23 217.23 217.23 217.24 530.30 530.36 530.36 530.41 407.80 171.45 171.45 171.40 173.19 173.14 173.14 173.08 273.11 273.11 273.11 273.11 271.13 271.13 271.13 271.13 266.35 266.35 266.35 266.34 241.74 241.72 241.72 241.70 185.43 272.80 554.28 48.14 30.35
Rem
Page 17 of 133
DETAIL REPORT FOR F1 P2 Load Comb
Axial Load (kN)
Axial Capa. (kN)
Mom X
Mom Z
(kN m)
Mom X Capa (kN m)
(kN m)
Mom Z Capa (kN m)
1 - 1.4Dead + 1.4DL + 1.4PE 67.66 5524.08 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 99.47 6592.40 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 35.85 3801.85 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 67.66 1302.45 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 67.66 2578.03 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 103.16 6592.40 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL103.17 6592.40 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL103.16 6592.40 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL103.16 6592.40 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 103.14 6592.40 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 115.69 + 1.2WLX 6592.40 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 115.68 + 1.2WLX 6592.40 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 115.68 + 1.2WLX 6592.40 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 115.67 + 1.2WLX 6592.40 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL61.17 + -1.2WLX 5203.08 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL61.16 + -1.2WLX 5202.65 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL61.16 + -1.2WLX 5202.65 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 61.15 + -1.2WLX5202.20 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL88.43 + 1.2WLZ 2256.00 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL88.42 + 1.2WLZ 2255.70 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL88.42 + 1.2WLZ 2255.70 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 88.41 + 1.2WLZ 2255.40 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL88.43 + -1.2WLZ 3976.11 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL88.42 + -1.2WLZ 3975.81 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL88.42 + -1.2WLZ 3975.81 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 88.41 + -1.2WLZ3975.51 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 93.80 EQX 6592.40 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +93.79 EQX 6592.40 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +93.79 EQX 6592.40 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 93.78 EQX 6592.40 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 83.05 -1EQX 6592.40 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +83.04 -1EQX 6592.40 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +83.04 -1EQX 6592.40 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 83.04 -1EQX 6592.40 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 88.43 EQZ 5272.61 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +88.42 EQZ 5269.42 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +88.42 EQZ 5269.42 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 88.41 EQZ 5267.33 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 88.43 -1EQZ 6592.40 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +88.42 -1EQZ 6592.40 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +88.42 -1EQZ 6592.40 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 88.41 -1EQZ 6592.40 43 - 1.4Dead + 1.4DL + 1.4PT 58.09 5304.09 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 66.15 6592.40 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 33.44 4467.77 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 49.79 1942.21 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 49.79 4078.40
5.07 5.08 5.07 26.29 16.14 6.18 6.18 6.18 6.18 6.18 5.30 5.30 5.30 5.30 5.30 5.30 5.30 5.30 23.49 23.49 23.49 23.49 12.89 12.89 12.89 12.89 5.30 5.30 5.30 5.30 5.30 5.30 5.30 5.30 7.38 7.38 7.38 7.38 3.22 3.22 3.22 3.22 4.58 3.93 3.92 14.84 6.99
414.31 336.52 529.91 506.01 614.41 395.04 394.99 395.04 395.04 395.09 915.03 915.03 915.03 915.04 437.58 437.66 437.66 437.74 596.56 596.55 596.55 596.53 571.68 571.70 571.70 571.72 372.38 372.41 372.41 372.45 420.56 420.61 420.61 420.66 433.13 434.11 434.11 434.79 848.05 848.12 848.12 848.20 418.17 391.37 517.38 575.67 564.42
1.35 2.57 1.80 1.35 1.35 2.06 2.06 2.06 2.06 2.06 3.01 3.01 3.01 3.01 1.22 1.22 1.22 1.22 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.88 1.88 1.88 1.88 1.66 1.66 1.66 1.66 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.16 1.32 0.95 1.00 1.00
110.48 170.66 190.59 26.04 51.48 131.85 131.85 131.85 131.85 131.85 565.74 565.84 565.84 565.94 120.00 119.94 119.94 119.91 45.07 45.06 45.06 45.05 79.75 79.74 79.74 79.74 131.85 131.85 131.85 131.85 131.85 131.85 131.85 131.85 114.56 113.11 113.11 112.05 465.17 465.16 465.16 465.14 106.08 131.85 127.01 39.02 81.72
Rem
Page 18 of 133
DETAIL REPORT FOR F1 P3 Load Comb
Axial Load (kN)
Axial Capa. (kN)
Mom X
Mom Z
(kN m)
Mom X Capa (kN m)
(kN m)
Mom Z Capa (kN m)
1 - 1.4Dead + 1.4DL + 1.4PE 34.16 2356.38 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 34.16 2356.38 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 34.16 2356.38 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 34.16 1785.20 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 34.16 3034.38 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 36.86 2176.45 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 36.86 2176.45 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 36.86 2176.45 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 36.86 2176.45 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 36.86 2176.45 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL31.60 + 1.2WLX 2176.45 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL31.60 + 1.2WLX 2176.45 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL31.60 + 1.2WLX 2176.45 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 31.60 + 1.2WLX 2176.45 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL31.60 + -1.2WLX 2176.45 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL31.60 + -1.2WLX 2176.45 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL31.60 + -1.2WLX 2176.45 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 31.60 + -1.2WLX2176.45 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL31.60 + 1.2WLZ 1710.01 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL31.60 + 1.2WLZ 1710.01 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL31.60 + 1.2WLZ 1710.01 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 31.60 + 1.2WLZ 1710.01 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL31.60 + -1.2WLZ 2773.32 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL31.60 + -1.2WLZ 2773.32 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL31.60 + -1.2WLZ 2773.32 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 31.60 + -1.2WLZ2773.32 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 31.60 EQX 2176.45 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +31.60 EQX 2176.45 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +31.60 EQX 2176.45 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 31.60 EQX 2176.45 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 31.60 -1EQX 2176.45 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +31.60 -1EQX 2176.45 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +31.60 -1EQX 2176.45 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 31.60 -1EQX 2176.45 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 31.60 EQZ 2176.45 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +31.60 EQZ 2176.45 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +31.60 EQZ 2176.45 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 31.60 EQZ 2176.45 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 31.60 -1EQZ 2176.45 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +31.60 -1EQZ 2176.45 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +31.60 -1EQZ 2176.45 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 31.60 -1EQZ 2176.45 43 - 1.4Dead + 1.4DL + 1.4PT 18.48 4832.40 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 15.84 4832.40 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 15.84 4832.40 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 15.84 3777.76 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 15.84 3777.76
3.45 3.45 3.45 3.45 3.45 4.04 4.04 4.04 4.04 4.04 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 0.37 0.32 0.32 0.32 0.32
235.81 235.81 235.81 179.58 303.00 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 186.11 186.11 186.11 186.11 300.49 300.49 300.49 300.49 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 342.59 342.59 342.59 92.88 92.88
3.45 3.45 3.45 5.64 1.26 4.04 4.04 4.04 4.04 4.04 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 5.34 5.34 5.34 5.34 1.59 1.59 1.59 1.59 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 0.37 0.32 0.32 1.12 1.12
235.81 235.81 235.81 287.18 111.83 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 280.50 280.50 280.50 280.50 139.35 139.35 139.35 139.35 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 342.59 342.59 342.59 252.18 252.18
Rem
Page 19 of 133
DETAIL REPORT FOR F1
Page 20 of 133
DETAIL REPORT FOR F1 SELF WEIGHTS AND APPLIED EXTERNAL LOAD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Load Elem Weight kN
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
51.22 WLX 51.22 -1WLX 51.22 WLZ 51.22 -1WLZ 51.22 PO 51.22 PO + FLT + FLL 51.22 PO + -1FLT + FLL 51.22 PO + FLT + -1FLL 51.22 PO + -1FLT + -1FLL 51.22 PO + FLT + FLL + WLX51.22 PO + -1FLT + FLL + WLX 51.22 PO + FLT + -1FLL + WLX 51.22 PO + -1FLT + -1FLL + WLX 51.22 PO + FLT + FLL + -1WLX 51.22 PO + -1FLT + FLL + -1WLX 51.22 PO + FLT + -1FLL + -1WLX 51.22 PO + -1FLT + -1FLL + -1WLX 51.22 PO + FLT + FLL + WLZ51.22 PO + -1FLT + FLL + WLZ 51.22 PO + FLT + -1FLL + WLZ 51.22 PO + -1FLT + -1FLL + WLZ 51.22 PO + FLT + FLL + -1WLZ 51.22 PO + -1FLT + FLL + -1WLZ 51.22 PO + FLT + -1FLL + -1WLZ 51.22 PO + -1FLT + -1FLL + -1WLZ 51.22 PO + FLT + FLL + 0.715EQX 51.22 PO + -1FLT + FLL + 0.715EQX 51.22 PO + FLT + -1FLL + 0.715EQX 51.22 PO + -1FLT + -1FLL + 0.715EQX 51.22 PO + FLT + FLL + -0.715EQX 51.22 PO + -1FLT + FLL + -0.715EQX 51.22 PO + FLT + -1FLL + -0.715EQX 51.22 PO + -1FLT + -1FLL + -0.715EQX 51.22 PO + FLT + FLL + 0.715EQZ 51.22 PO + -1FLT + FLL + 0.715EQZ 51.22 PO + FLT + -1FLL + 0.715EQZ 51.22 PO + -1FLT + -1FLL + 0.715EQZ 51.22 PO + FLT + FLL + -0.715EQZ 51.22 PO + -1FLT + FLL + -0.715EQZ 51.22 PO + FLT + -1FLL + -0.715EQZ 51.22 PO + -1FLT + -1FLL + -0.715EQZ 51.22 51.22 0.6WLX 51.22 -0.6WLX 51.22 0.6WLZ 51.22 -0.6WLZ 51.22
Soil Weight kN
Mat Weight kN
App Axial Load kN
Tot Axial Load kN
Buoyant Load kN
191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88
45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36
36.99 36.99 36.99 36.99 36.99 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 18.37 18.37 18.37 18.37 18.37
325.44 325.44 325.44 325.44 325.44 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 306.82 306.82 306.82 306.82 306.82
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page 21 of 133
DETAIL REPORT FOR F1 SOIL BEARING RESULTS - LINEAR SOIL PRESSURE METHOD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Max Bearing kN/sq m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
66.941 WLX 83.028 -1WLX 67.367 WLZ 62.439 -1WLZ 75.843 PO 82.132 PO + FLT + FLL 82.138 PO + -1FLT + FLL 82.132 PO + FLT + -1FLL 82.132 PO + -1FLT + -1FLL 82.127 PO + FLT + FLL + WLX 98.225 PO + -1FLT + FLL + WLX 98.22 PO + FLT + -1FLL + WLX 98.22 PO + -1FLT + -1FLL + 98.214 WLX PO + FLT + FLL + -1WLX 66.05 PO + -1FLT + FLL + -1WLX 66.045 PO + FLT + -1FLL + -1WLX 66.045 PO + -1FLT + -1FLL + -1WLX 66.04 PO + FLT + FLL + WLZ 76.936 PO + -1FLT + FLL + WLZ 76.931 PO + FLT + -1FLL + WLZ 76.931 PO + -1FLT + -1FLL + 76.926 WLZ PO + FLT + FLL + -1WLZ 91.04 PO + -1FLT + FLL + -1WLZ 91.034 PO + FLT + -1FLL + -1WLZ 91.034 PO + -1FLT + -1FLL + 91.029 -1WLZ PO + FLT + FLL + 0.715EQX 84.542 PO + -1FLT + FLL + 0.715EQX 84.537 PO + FLT + -1FLL + 0.715EQX 84.537 PO + -1FLT + -1FLL + 84.531 0.715EQX PO + FLT + FLL + -0.715EQX 79.734 PO + -1FLT + FLL + -0.715EQX 79.728 PO + FLT + -1FLL + -0.715EQX 79.728 PO + -1FLT + -1FLL + 79.723 -0.715EQX PO + FLT + FLL + 0.715EQZ 80.206 PO + -1FLT + FLL + 0.715EQZ 80.201 PO + FLT + -1FLL + 0.715EQZ 80.201 PO + -1FLT + -1FLL + 80.196 0.715EQZ PO + FLT + FLL + -0.715EQZ 84.069 PO + -1FLT + FLL + -0.715EQZ 84.064 PO + FLT + -1FLL + -0.715EQZ 84.064 PO + -1FLT + -1FLL + 84.059 -0.715EQZ 61.306 0.6WLX 70.958 -0.6WLX 61.246 0.6WLZ 55.965 -0.6WLZ 66.647
Min Bearing kN/sq m
X Comp Len m
Z Comp Len m
Area in Comp sq m
% in Comp
36.374 20.286 35.948 40.875 27.472 23.075 23.069 23.075 23.075 23.08 6.982 6.987 6.987 6.992 39.157 39.162 39.162 39.167 28.271 28.276 28.276 28.281 14.167 14.173 14.173 14.178 20.665 20.67 20.67 20.676 25.473 25.479 25.479 25.484 25.001 25.006 25.006 25.011 21.138 21.143 21.143 21.148 36.097 26.445 36.158 41.438 30.756
9.617 3.905 9.179 8.185 12.053 4.253 4.252 4.253 4.253 4.254 2.922 2.922 2.922 2.922 13.166 13.177 13.177 13.188 3.85 3.85 3.85 3.851 4.882 4.883 4.883 4.884 3.941 3.941 3.941 3.942 4.641 4.642 4.642 4.643 4.152 4.153 4.153 4.154 4.352 4.353 4.353 4.354 14.202 5.502 14.366 11.863 17.019
12.574 15.596 12.654 39.732 6.207 14.736 14.737 14.736 14.736 14.735 17.623 17.622 17.622 17.621 11.85 11.85 11.85 11.849 58.218 58.215 58.215 58.211 7.301 7.301 7.301 7.301 15.168 15.167 15.167 15.166 14.305 14.304 14.304 14.304 19.125 19.123 19.123 19.122 12.09 12.09 12.09 12.089 11.077 12.821 11.066 40.053 6.891
6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3
100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
BEARING PRESSURE CALCULATION FOR UNFACTORED LOAD COMBINATION 11 Eccentricity condition: Eccentricity - Z direction = Eccentricity - X direction = Total Axial Load = Footing length = Footing width = Mat Area A = Soil overburden = Gross bearing pressure = Net soil bearing =
Biaxial eccentricity Ecc,z = Ecc,x = P= Lx = Lz = Lx * Lz = S= Gbp = Solved by trial and error method Nbp = Gbp - S =
69.225 269.599 331.4 2.25 2.8 6.3 41.4 98.225 56.825
mm mm kN m m sq m kN/sq m kN/sq m kN/sq m
Page 22 of 133
DETAIL REPORT FOR F1 STABILITY RATIO CALCULATIONS No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Overturn Mom - X kNm
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
9.283 WLX 62.625 -1WLX 16.643 WLZ 11.058 -1WLZ 7.508 PO 54.69 PO + FLT + FLL 54.708 PO + -1FLT + FLL 54.69 PO + FLT + -1FLL 54.69 PO + -1FLT + -1FLL 54.672 PO + FLT + FLL + WLX 108.05 PO + -1FLT + FLL + WLX 108.032 PO + FLT + -1FLL + WLX 108.032 PO + -1FLT + -1FLL +108.014 WLX PO + FLT + FLL + -1WLX 6.748 PO + -1FLT + FLL + -1WLX 6.747 PO + FLT + -1FLL + -1WLX 6.747 PO + -1FLT + -1FLL + -1WLX 6.747 PO + FLT + FLL + WLZ 56.483 PO + -1FLT + FLL + WLZ 56.465 PO + FLT + -1FLL + WLZ 56.465 PO + -1FLT + -1FLL + 56.447 WLZ PO + FLT + FLL + -1WLZ 52.933 PO + -1FLT + FLL + -1WLZ 52.915 PO + FLT + -1FLL + -1WLZ 52.915 PO + -1FLT + -1FLL + 52.897 -1WLZ PO + FLT + FLL + 0.715EQX 62.981 PO + -1FLT + FLL + 0.715EQX 62.963 PO + FLT + -1FLL + 0.715EQX 62.963 PO + -1FLT + -1FLL + 62.946 0.715EQX PO + FLT + FLL + -0.715EQX 46.434 PO + -1FLT + FLL + -0.715EQX 46.417 PO + FLT + -1FLL + -0.715EQX 46.417 PO + -1FLT + -1FLL + 46.399 -0.715EQX PO + FLT + FLL + 0.715EQZ 54.708 PO + -1FLT + FLL + 0.715EQZ 54.69 PO + FLT + -1FLL + 0.715EQZ 54.69 PO + -1FLT + -1FLL + 54.672 0.715EQZ PO + FLT + FLL + -0.715EQZ 54.708 PO + -1FLT + FLL + -0.715EQZ 54.69 PO + FLT + -1FLL + -0.715EQZ 54.69 PO + -1FLT + -1FLL + 54.672 -0.715EQZ 3.495 0.6WLX 37.996 -0.6WLX 11.036 0.6WLZ 7.766 -0.6WLZ 4.563
Resist Mom - X kNm
SRx
Overturn Mom - Z kNm
Resist Mom - Z kNm
SRz
356.904 372.24 363.258 356.904 356.904 376.19 376.195 376.19 376.19 376.185 391.531 391.526 391.526 391.521 392.909 392.896 392.896 392.883 376.195 376.19 376.19 376.185 376.195 376.19 376.19 376.185 378.789 378.784 378.784 378.778 373.602 373.596 373.596 373.591 376.195 376.19 376.19 376.185 376.195 376.19 376.19 376.185 360.142 348.893 344.879 340.401 360.145
38.449 5.944 21.826 32.277 47.539 6.879 6.876 6.879 6.879 6.881 3.624 3.624 3.624 3.625 58.228 58.23 58.23 58.231 6.66 6.662 6.662 6.664 7.107 7.109 7.109 7.112 6.014 6.016 6.016 6.018 8.046 8.049 8.049 8.052 6.876 6.879 6.879 6.881 6.876 6.879 6.879 6.881 100 9.182 31.251 43.834 78.93
6.892 24.843 4.097 37.968 31.491 24.503 24.509 24.503 24.503 24.497 42.461 42.454 42.454 42.448 6.558 6.552 6.552 6.545 81.388 81.372 81.372 81.356 48.283 48.277 48.277 48.271 27.545 27.539 27.539 27.532 21.474 21.468 21.468 21.461 58.686 58.67 58.67 58.654 28.629 28.623 28.623 28.616 11.698 39.1 3.412 27.555 18.044
450.018 467.97 447.223 477.696 446.237 474.946 474.952 474.946 474.946 474.94 492.904 492.897 492.897 492.891 457.001 456.995 456.995 456.988 530.49 530.474 530.474 530.458 470.346 470.339 470.339 470.333 477.988 477.982 477.982 477.975 471.917 471.91 471.91 471.904 530.49 530.474 530.474 530.458 473.393 473.386 473.386 473.38 454.606 482.008 446.319 453.434 417.207
65.299 18.837 100 12.581 14.17 19.383 19.378 19.383 19.383 19.388 11.608 11.61 11.61 11.612 69.685 69.751 69.751 69.817 6.518 6.519 6.519 6.52 9.741 9.742 9.742 9.744 17.353 17.357 17.357 17.361 21.976 21.982 21.982 21.989 9.039 9.042 9.042 9.044 16.535 16.539 16.539 16.542 38.861 12.328 100 16.456 23.122
Note: Stability ratio values greater than 100 are displayed as 100.
Page 23 of 133
DETAIL REPORT FOR F1 SLIDING RESISTANCE CALCULATION - X DIRECTION - UNFACTORED LOAD COMBINATION 11 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lz = Lx = h= h1 = Y= Yh1 =
2.8 2.25 0.3 2 18 36
m m m m kN/cu m kN/sq m
p2 =
Y(h + h1) =
41.4
kN/sq m
R1 =
0.5*Lz*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
32.508 3 0.3 331.4 97.524 99.42 196.944 12.646 15.574
kN
R2 = R3 = R= FS,slid =
kN kN kN kN kN
Note: Sliding factor of safety value greater than 100 is displayed as 100.
SLIDING RESISTANCE CALCULATION - Z DIRECTION - UNFACTORED LOAD COMBINATION 11 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lx = Lz = h= h1 = Y= Yh1 =
2.25 2.8 0.3 2 18 36
m m m m kN/cu m kN/sq m
p2 =
Y(h + h1) =
41.4
kN/sq m
R1 =
0.5*Lx*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
26.123 3 0.3 331.4 78.369 99.42 177.789 0.9 100
kN
R2 = R3 = R= FS,slid =
Note: Sliding factor of safety value greater than 100 is displayed as 100.
FACTORED LOADS - SOIL BEARING VALUES No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Max X Bearing kN/sq m
Min X Bearing kN/sq m
1.4PE 83.283 61.357 1.4PE + 1.4WLX 105.805 38.835 1.4PE + -1.4WLX 83.879 60.761 1.4PE + 1.4WLZ 84.335 60.306 1.4PE + -1.4WLZ 82.231 62.409 1.6LL + 1.4PO 104.062 43.228 1.6LL + 1.4PO + 1.6FLT104.07 + 1.6FLL 43.22 1.6LL + 1.4PO + -1.6FLT 104.062 + 1.6FLL 43.228 1.6LL + 1.4PO + 1.6FLT 104.062 + -1.6FLL 43.228 1.6LL + 1.4PO + -1.6FLT 104.053 + -1.6FLL 43.236 1.2LL + 1.2PO + 1.2FLT 108.506 + 1.2FLL + 1.2WLX 17.742 1.2LL + 1.2PO + -1.2FLT108.5 + 1.2FLL + 1.2WLX 17.749 1.2LL + 1.2PO + 1.2FLT 108.5 + -1.2FLL + 1.2WLX 17.749 1.2LL + 1.2PO + -1.2FLT 108.494 + -1.2FLL + 17.755 1.2WLX 1.2LL + 1.2PO + 1.2FLT69.897 + 1.2FLL + -1.2WLX 56.352 1.2LL + 1.2PO + -1.2FLT 69.891 + 1.2FLL + -1.2WLX 56.358 1.2LL + 1.2PO + 1.2FLT69.891 + -1.2FLL + -1.2WLX 56.358 1.2LL + 1.2PO + -1.2FLT 69.884 + -1.2FLL + 56.364 -1.2WLX 1.2LL + 1.2PO + 1.2FLT90.103 + 1.2FLL + 1.2WLZ 36.145 1.2LL + 1.2PO + -1.2FLT 90.097 + 1.2FLL + 1.2WLZ 36.152 1.2LL + 1.2PO + 1.2FLT90.097 + -1.2FLL + 1.2WLZ 36.152 1.2LL + 1.2PO + -1.2FLT 90.091 + -1.2FLL + 36.158 1.2WLZ 1.2LL + 1.2PO + 1.2FLT +88.3 1.2FLL + -1.2WLZ 37.949 1.2LL + 1.2PO + -1.2FLT 88.294 + 1.2FLL + -1.2WLZ 37.955 1.2LL + 1.2PO + 1.2FLT88.294 + -1.2FLL + -1.2WLZ 37.955 1.2LL + 1.2PO + -1.2FLT 88.287 + -1.2FLL + 37.961 -1.2WLZ LL + 1.2PO + 1.2FLT +92.563 1.2FLL + EQX33.685 LL + 1.2PO + -1.2FLT +92.557 1.2FLL + EQX 33.691 LL + 1.2PO + 1.2FLT +92.557 -1.2FLL + EQX 33.691
Max Z Bearing kN/sq m
Min Z Bearing kN/sq m
82.755 82.755 82.755 75.4 96.269 84.569 84.569 84.569 84.569 84.569 72.488 72.488 72.488 72.488 72.488 72.488 72.488 72.488 65.344 65.344 65.344 65.344 84.072 84.072 84.072 84.072 72.488 72.488 72.488
61.886 61.886 61.886 69.24 48.371 62.721 62.721 62.721 62.721 62.721 53.76 53.76 53.76 53.76 53.76 53.76 53.76 53.76 60.904 60.904 60.904 60.904 42.177 42.177 42.177 42.177 53.76 53.76 53.76
kN kN kN kN kN
Page 24 of 133
DETAIL REPORT FOR F1 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + +
LL + 1.2PO + -1.2FLT +92.551 -1.2FLL + EQX 33.698 LL + 1.2PO + 1.2FLT +85.839 1.2FLL + -1EQX 40.41 LL + 1.2PO + -1.2FLT +85.832 1.2FLL + -1EQX 40.416 LL + 1.2PO + 1.2FLT +85.832 -1.2FLL + -1EQX 40.416 LL + 1.2PO + -1.2FLT +85.826 -1.2FLL + -1EQX 40.422 LL + 1.2PO + 1.2FLT +89.201 1.2FLL + EQZ37.048 LL + 1.2PO + -1.2FLT +89.195 1.2FLL + EQZ 37.054 LL + 1.2PO + 1.2FLT +89.195 -1.2FLL + EQZ 37.054 LL + 1.2PO + -1.2FLT +89.188 -1.2FLL + EQZ37.06 LL + 1.2PO + 1.2FLT +89.201 1.2FLL + -1EQZ 37.048 LL + 1.2PO + -1.2FLT +89.195 1.2FLL + -1EQZ 37.054 LL + 1.2PO + 1.2FLT +89.195 -1.2FLL + -1EQZ 37.054 LL + 1.2PO + -1.2FLT +89.188 -1.2FLL + -1EQZ 37.06 1.4PT 74.981 61.384 1.2PT + 0.72WLX 75.852 41.032 1.2PT + -0.72WLX 64.197 52.687 1.2PT + 0.72WLZ 64.811 52.074 1.2PT + -0.72WLZ 63.729 53.155
72.488 72.488 72.488 72.488 72.488 69.786 69.786 69.786 69.786 75.19 75.19 75.19 75.19 79.03 67.74 67.74 60.789 74.69
53.76 53.76 53.76 53.76 53.76 56.462 56.462 56.462 56.462 51.059 51.059 51.059 51.059 57.335 49.144 49.144 56.095 42.194
Page 25 of 133
DETAIL REPORT FOR F1 BEAM SHEAR STRESS - X DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Shear Crit Sect kN
Shear Stress N/sq mm
1.4PE 1.575 -51.548 0.092 1.4PE + 1.4WLX 1.575 -81.345 0.145 1.4PE + -1.4WLX 1.075 23.696 0.042 1.4PE + 1.4WLZ 1.575 -52.94 0.095 1.4PE + -1.4WLZ 1.575 -50.157 0.09 1.6LL + 1.4PO 1.575 -79.789 0.142 1.6LL + 1.4PO 1.575 + 1.6FLT -79.8 + 1.6FLL 0.143 1.6LL + 1.4PO 1.575 + -1.6FLT -79.789 + 1.6FLL 0.142 1.6LL + 1.4PO 1.575 + 1.6FLT -79.789 + -1.6FLL 0.142 1.6LL + 1.4PO 1.575 + -1.6FLT -79.778 + -1.6FLL 0.142 1.2LL + 1.2PO 1.575 + 1.2FLT -93.938 + 1.2FLL + 1.2WLX 0.168 1.2LL + 1.2PO 1.575 + -1.2FLT-93.93 + 1.2FLL + 1.2WLX 0.168 1.2LL + 1.2PO 1.575 + 1.2FLT-93.93 + -1.2FLL + 1.2WLX 0.168 1.2LL + 1.2PO 1.575 + -1.2FLT -93.922 + -1.2FLL + 1.2WLX 0.168 1.2LL + 1.2PO 1.575 + 1.2FLT -42.858 + 1.2FLL + -1.2WLX 0.077 1.2LL + 1.2PO 1.575 + -1.2FLT-42.85 + 1.2FLL + -1.2WLX 0.077 1.2LL + 1.2PO 1.575 + 1.2FLT-42.85 + -1.2FLL + -1.2WLX 0.077 1.2LL + 1.2PO 1.575 + -1.2FLT -42.842 + -1.2FLL + -1.2WLX 0.077 1.2LL + 1.2PO 1.575 + 1.2FLT -69.591 + 1.2FLL + 1.2WLZ 0.124 1.2LL + 1.2PO 1.575 + -1.2FLT -69.583 + 1.2FLL + 1.2WLZ 0.124 1.2LL + 1.2PO 1.575 + 1.2FLT -69.583 + -1.2FLL + 1.2WLZ 0.124 1.2LL + 1.2PO 1.575 + -1.2FLT -69.575 + -1.2FLL + 1.2WLZ 0.124 1.2LL + 1.2PO 1.575 + 1.2FLT -67.206 + 1.2FLL + -1.2WLZ 0.12 1.2LL + 1.2PO 1.575 + -1.2FLT -67.197 + 1.2FLL + -1.2WLZ 0.12 1.2LL + 1.2PO 1.575 + 1.2FLT -67.197 + -1.2FLL + -1.2WLZ 0.12 1.2LL + 1.2PO 1.575 + -1.2FLT -67.189 + -1.2FLL + -1.2WLZ 0.12 LL + 1.2PO 1.575 + 1.2FLT +-72.846 1.2FLL + EQX 0.13 LL + 1.2PO 1.575 + -1.2FLT -72.838 + 1.2FLL + EQX 0.13 LL + 1.2PO 1.575 + 1.2FLT +-72.838 -1.2FLL + EQX 0.13 LL + 1.2PO 1.575 + -1.2FLT +-72.83 -1.2FLL + EQX 0.13 LL + 1.2PO 1.575 + 1.2FLT +-63.949 1.2FLL + -1EQX 0.114 LL + 1.2PO 1.575 + -1.2FLT -63.941 + 1.2FLL + -1EQX 0.114 LL + 1.2PO 1.575 + 1.2FLT +-63.941 -1.2FLL + -1EQX 0.114 LL + 1.2PO 1.575 + -1.2FLT -63.933 + -1.2FLL + -1EQX 0.114 LL + 1.2PO 1.575 + 1.2FLT +-68.398 1.2FLL + EQZ 0.122 LL + 1.2PO 1.575 + -1.2FLT +-68.39 1.2FLL + EQZ0.122 LL + 1.2PO 1.575 + 1.2FLT + -68.39 -1.2FLL + EQZ0.122 LL + 1.2PO 1.575 + -1.2FLT -68.381 + -1.2FLL + EQZ0.122 LL + 1.2PO 1.575 + 1.2FLT +-68.398 1.2FLL + -1EQZ 0.122 LL + 1.2PO 1.575 + -1.2FLT +-68.39 1.2FLL + -1EQZ 0.122 LL + 1.2PO 1.575 + 1.2FLT + -68.39 -1.2FLL + -1EQZ 0.122 LL + 1.2PO 1.575 + -1.2FLT -68.381 + -1.2FLL + -1EQZ 0.122 1.4PT 1.575 -38.219 0.068 1.2PT + 0.72WLX 1.575 -48.083 0.086 1.2PT + -0.72WLX 1.575 -17.435 0.031 1.2PT + 0.72WLZ 1.575 -33.475 0.06 1.2PT + -0.72WLZ 1.575 -32.043 0.057
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627
1.575 1.575 1.075 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575
-51.548 -81.345 23.696 -52.94 -50.157 -79.789 -79.8 -79.789 -79.789 -79.778 -93.938 -93.93 -93.93 -93.922 -42.858 -42.85 -42.85 -42.842 -69.591 -69.583 -69.583 -69.575 -67.206 -67.197 -67.197 -67.189 -72.846 -72.838 -72.838 -72.83 -63.949 -63.941 -63.941 -63.933 -68.398 -68.39 -68.39 -68.381 -68.398 -68.39 -68.39 -68.381 -38.219 -48.083 -17.435 -33.475 -32.043
0.092 0.145 0.042 0.095 0.09 0.142 0.143 0.142 0.142 0.142 0.168 0.168 0.168 0.168 0.077 0.077 0.077 0.077 0.124 0.124 0.124 0.124 0.12 0.12 0.12 0.12 0.13 0.13 0.13 0.13 0.114 0.114 0.114 0.114 0.122 0.122 0.122 0.122 0.122 0.122 0.122 0.122 0.068 0.086 0.031 0.06 0.057
0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
2.51 2.51 2.51 1.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51
-18.892 -18.892 -18.892 37.253 -26.797 -20.043 -20.043 -20.043 -20.043 -20.043 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18
0.042 0.042 0.042 0.083 0.06 0.045 0.045 0.045 0.045 0.045 0.038 0.038 0.038 0.038 0.038 0.038 0.038
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
BEAM SHEAR STRESS - Z DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + +
1.4PE 1.4PE 1.4PE 1.4PE 1.4PE 1.6LL 1.6LL 1.6LL 1.6LL 1.6LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL
+ + + + + + + + + + + + + + + +
2.51 1.4WLX 2.51 -1.4WLX 2.51 1.4WLZ 1.51 -1.4WLZ 2.51 1.4PO 2.51 1.4PO 2.51 + 1.4PO 2.51 + 1.4PO 2.51 + 1.4PO 2.51 + 1.2PO 2.51 + 1.2PO 2.51 + 1.2PO 2.51 + 1.2PO 2.51 + 1.2PO 2.51 + 1.2PO 2.51 + 1.2PO 2.51 +
Shear Crit Sect kN
Shear Stress N/sq mm
-18.892 0.042 -18.892 0.042 -18.892 0.042 37.253 0.083 -26.797 0.06 -20.043 0.045 1.6FLT -20.043 + 1.6FLL 0.045 -1.6FLT -20.043 + 1.6FLL 0.045 1.6FLT -20.043 + -1.6FLL 0.045 -1.6FLT -20.043 + -1.6FLL 0.045 1.2FLT-17.18 + 1.2FLL + 1.2WLX 0.038 -1.2FLT-17.18 + 1.2FLL + 1.2WLX 0.038 1.2FLT-17.18 + -1.2FLL + 1.2WLX 0.038 -1.2FLT-17.18 + -1.2FLL + 1.2WLX 0.038 1.2FLT-17.18 + 1.2FLL + -1.2WLX 0.038 -1.2FLT-17.18 + 1.2FLL + -1.2WLX 0.038 1.2FLT-17.18 + -1.2FLL + -1.2WLX 0.038
Page 26 of 133
DETAIL REPORT FOR F1 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2LL + 1.2PO 2.51 + -1.2FLT-17.18 + -1.2FLL + -1.2WLX 0.038 1.2LL + 1.2PO 1.51 + 1.2FLT32.815 + 1.2FLL + 1.2WLZ 0.073 1.2LL + 1.2PO 1.51 + -1.2FLT 32.815 + 1.2FLL + 1.2WLZ 0.073 1.2LL + 1.2PO 1.51 + 1.2FLT32.815 + -1.2FLL + 1.2WLZ 0.073 1.2LL + 1.2PO 1.51 + -1.2FLT 32.815 + -1.2FLL + 1.2WLZ 0.073 1.2LL + 1.2PO 2.51 + 1.2FLT -23.956 + 1.2FLL + -1.2WLZ 0.053 1.2LL + 1.2PO 2.51 + -1.2FLT -23.956 + 1.2FLL + -1.2WLZ 0.053 1.2LL + 1.2PO 2.51 + 1.2FLT -23.956 + -1.2FLL + -1.2WLZ 0.053 1.2LL + 1.2PO 2.51 + -1.2FLT -23.956 + -1.2FLL + -1.2WLZ 0.053 LL + 1.2PO + 2.51 1.2FLT + -17.18 1.2FLL + EQX 0.038 LL + 1.2PO + 2.51 -1.2FLT +-17.18 1.2FLL + EQX0.038 LL + 1.2PO + 2.51 1.2FLT + -17.18 -1.2FLL + EQX0.038 LL + 1.2PO + 2.51 -1.2FLT +-17.18 -1.2FLL + EQX0.038 LL + 1.2PO + 2.51 1.2FLT + -17.18 1.2FLL + -1EQX 0.038 LL + 1.2PO + 2.51 -1.2FLT +-17.18 1.2FLL + -1EQX 0.038 LL + 1.2PO + 2.51 1.2FLT + -17.18 -1.2FLL + -1EQX 0.038 LL + 1.2PO + 2.51 -1.2FLT +-17.18 -1.2FLL + -1EQX 0.038 LL + 1.2PO + 1.51 1.2FLT +18.912 1.2FLL + EQZ 0.042 LL + 1.2PO + 1.51 -1.2FLT +18.912 1.2FLL + EQZ0.042 LL + 1.2PO + 1.51 1.2FLT +18.912 -1.2FLL + EQZ0.042 LL + 1.2PO + 1.51 -1.2FLT +18.912 -1.2FLL + EQZ0.042 LL + 1.2PO + 2.51 1.2FLT + -18.76 1.2FLL + -1EQZ 0.042 LL + 1.2PO + 2.51 -1.2FLT +-18.76 1.2FLL + -1EQZ 0.042 LL + 1.2PO + 2.51 1.2FLT + -18.76 -1.2FLL + -1EQZ 0.042 LL + 1.2PO + 2.51 -1.2FLT +-18.76 -1.2FLL + -1EQZ 0.042 1.4PT 1.51 17.075 0.038 1.2PT + 0.72WLX 1.51 14.635 0.033 1.2PT + -0.72WLX 1.51 14.635 0.033 1.2PT + 0.72WLZ 1.51 25.515 0.057 1.2PT + -0.72WLZ 2.51 -18.152 0.04
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
2.51 1.51 1.51 1.51 1.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 1.51 1.51 1.51 1.51 2.51 2.51 2.51 2.51 1.51 1.51 1.51 1.51 2.51
-17.18 32.815 32.815 32.815 32.815 -23.956 -23.956 -23.956 -23.956 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18 18.912 18.912 18.912 18.912 -18.76 -18.76 -18.76 -18.76 17.075 14.635 14.635 25.515 -18.152
0.038 0.073 0.073 0.073 0.073 0.053 0.053 0.053 0.053 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.038 0.033 0.033 0.057 0.04
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
Page 27 of 133
DETAIL REPORT FOR F1 ALLOWABLE BEAM SHEAR STRESS - X DIRECTION - FACTORED LOAD COMBINATION 1 AT A CRITICAL SECTION Concrete comp strength = Approx effective depth = Footing width = Footing thickness = Shear strength reduction factor = Critical section location = Footing steel area = Footing steel ratio percent = Reinft partial safety factor = Allowable shear stress =
fc' = 40 N/sq mm d= 200 mm Lz = 2.8 m Df = 0.3 m f= 0.8 l= 1.575 m As = 2035.6 sq mm Rw = 100*As/bvd = 0.364 Ym = 1.25 0.79*((100*As/bv*d)^(1/3))*((400/d)^(1/4))*((fc'/25)^(1/3))/Ym 0.627 N/sq mm = fvc =
Note: Allowable shear stress with enhancement may apply depending on the shear section location.
Page 28 of 133
Dimensional Solutions Mat3D Foundation Name Designed By:
Version F2 & F3 LITWIN PEL
5.8.0
Engineer
MCA
Date Time Checker
9/10/2012 1:49:08 PM VBE
Filename:
DETAIL REPORT FOR F2 & F3 PROJECT INFORMATION Project Name: Project Number: Client: Project Location Foundation Description
DESIGN CODE
PWRI UPGRADE AT BAB CL-5, CL-15, CL-16 P11452 ADCO ABU DHABI F2 & F3
BSI 8110 - 1997
INPUT UNITS
SI
CONCRETE PARAMETERS: Compressive Strength (N/sq mm) Unit Weight (kN/cu m) Pier Concrete Cover - X Dir (mm) Pier Concrete Cover - Z Dir (mm) Footing Side Concrete Cover - X Dir (mm) Footing Side Concrete Cover - Z Dir (mm) Footing Top Concrete Cover (mm) Footing Bottom Concrete Cover - X Dir (mm)
OUTPUT UNITS
REINFORCING STEEL PARAMETERS: 40 24 75 75 75 75 75 75
Yield Strength (N/sq mm) Unit Weight (kN/cu m) Modulus of Elasticity (kN/sq mm) Pier Min Rebar Spacing (mm) Footing Min Rebar Spacing (mm) Footing Max Rebar Spacing (mm)
SOIL PARAMETERS:
REBAR PARAMETERS:
Unit Weight (kN/cu m) 18 Allowable Net Bearing Capacity (kN/sq m) 150 Bearing Capacity Method Linear Soil Pressure Soil Type Granular ive Pressure Coefficient Kp 3 Soil To Concrete Friction f 0.3 Allowable Increase in Soil Pressure due to Short Term Loads (%) Wind 0 Earthquake 0 Test Min Stability Ratio 1.5 Safety Factor against Lateral Forces 1.5
Max Long Bar Size Min Long Bar Size Max Tie Bar Size Min Tie Bar Size Max Ftg Bar Size Min Ftg Bar Size Temp & Shrinkage Steel Ratio
MINIMUM FOUNDATION CRITERIA: Depth of Footing Below Grade (mm) Minimum Soil Cover (mm) Grade Elevation (mm)
SI
460 78 200 100 100 300
20 16 12 10 25 10 0.0018
0
BUOYANCY CRITERIA: 1200 800 100.1
Consider Buoyancy: Consider soil for buoyancy: Water table below grade (mm)
No No 3000
Page 29 of 133
DETAIL REPORT FOR F2 & F3 APPLIED LOADS P1 Load Case
1 - Dead 2 - DL 3 - LL 4 - PE 5 - PO 6 - PT 7 - FLT 8 - FLL 9 - WLX 10 - WLZ 11 - EQX 12 - EQZ
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 -0.13 0.53 -0.12 0.00 0.00 -5.53 -0.40 -1.71 -0.29
0.00 7.08 0.00 2.05 3.15 1.85 0.00 0.00 0.00 -0.14 0.00 -0.07
0.00 0.01 0.00 -0.17 0.62 -0.16 0.00 0.00 0.00 -5.47 0.00 -1.39
0.00 0.03 0.00 -0.80 3.00 -0.76 0.00 0.00 0.00 -15.23 0.01 -6.24
0.00 0.00 0.00 -0.01 -0.01 -0.01 0.00 0.00 0.00 0.01 0.00 0.00
Page 30 of 133
DETAIL REPORT FOR F2 & F3 UNFACTORED (ALLOWABLE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
1 - Dead + DL + PE -0.13 2 - Dead + DL + PE + WLX -5.66 3 - Dead + DL + PE + -1WLX 5.40 4 - Dead + DL + PE + WLZ -0.53 5 - Dead + DL + PE + -1WLZ 0.27 6 - Dead + DL + LL + PO 0.53 7 - Dead + DL + LL + PO + FLT + FLL 0.53 8 - Dead + DL + LL + PO + -1FLT + FLL 0.53 9 - Dead + DL + LL + PO + FLT + -1FLL 0.53 10 - Dead + DL + LL + PO + -1FLT + -1FLL 0.53 11 - Dead + DL + LL + PO + FLT + FLL + WLX -5.00 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX -5.00 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX -5.00 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX -5.00 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 6.05 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 6.05 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 6.05 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 6.05 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 0.13 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 0.13 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 0.13 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 0.13 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 0.92 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 0.92 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 0.92 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 0.92 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX -0.69 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX -0.69 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX -0.69 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX -0.69 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 1.75 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 1.75 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 1.75 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX 1.75 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 0.32 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 0.32 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 0.32 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 0.32 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 0.73 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 0.73 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 0.73 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ 0.73 43 - Dead + DL + PT -0.12 44 - Dead + DL + PT + 0.6WLX -3.43 45 - Dead + DL + PT + -0.6WLX 3.20 46 - Dead + DL + PT + 0.6WLZ -0.36 47 - Dead + DL + PT + -0.6WLZ 0.12
9.13 9.13 9.13 8.99 9.26 10.23 10.23 10.23 10.23 10.23 10.23 10.23 10.23 10.23 10.23 10.23 10.23 10.23 10.09 10.09 10.09 10.09 10.37 10.37 10.37 10.37 10.23 10.23 10.23 10.23 10.23 10.23 10.23 10.23 10.18 10.18 10.18 10.18 10.28 10.28 10.28 10.28 8.92 8.92 8.92 8.84 9.01
-0.16 -0.16 -0.16 -5.63 5.31 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 -4.85 -4.85 -4.85 -4.85 6.10 6.10 6.10 6.10 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 -0.37 -0.37 -0.37 -0.37 1.62 1.62 1.62 1.62 -0.15 -0.15 -0.15 -3.44 3.13
-0.77 -0.77 -0.77 -16.00 14.46 3.03 3.03 3.03 3.03 3.03 3.03 3.03 3.03 3.03 3.03 3.03 3.03 3.03 -12.20 -12.20 -12.20 -12.20 18.25 18.25 18.25 18.25 3.03 3.03 3.03 3.03 3.02 3.02 3.02 3.02 -1.43 -1.43 -1.43 -1.43 7.49 7.49 7.49 7.49 -0.74 -0.74 -0.74 -9.87 8.40
-0.01 -0.01 -0.01 0.00 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.02 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01
Page 31 of 133
DETAIL REPORT FOR F2 & F3 FACTORED (ULTIMATE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
1 - 1.4Dead + 1.4DL + 1.4PE -0.18 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX -7.92 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 7.55 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ -0.74 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.37 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.74 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.74 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.74 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.74 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.74 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL -6.00 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-6.00 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL-6.00 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -6.00 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 7.26 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 7.26 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 7.26 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL7.26 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.15 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.15 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.15 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.15 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.11 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.11 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.11 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.11 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1.07 EQX 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-1.07 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +-1.07 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-1.07 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 2.34 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 2.34 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 2.34 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +2.34 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 0.35 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.35 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.35 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.35 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 0.92 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.92 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.92 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.92 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT -0.17 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX -4.12 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 3.84 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ -0.43 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.14
12.78 12.78 12.78 12.58 12.97 14.32 14.32 14.32 14.32 14.32 12.28 12.28 12.28 12.28 12.28 12.28 12.28 12.28 12.11 12.11 12.11 12.11 12.44 12.44 12.44 12.44 12.27 12.27 12.27 12.27 12.28 12.28 12.28 12.28 12.21 12.21 12.21 12.21 12.35 12.35 12.35 12.35 12.49 10.71 10.71 10.61 10.81
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
-0.22 -0.22 -0.22 -7.88 7.44 0.88 0.88 0.88 0.88 0.88 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 -5.81 -5.81 -5.81 -5.81 7.32 7.32 7.32 7.32 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 -0.64 -0.64 -0.64 -0.64 2.14 2.14 2.14 2.14 -0.21 -0.18 -0.18 -4.12 3.76
-1.08 -1.08 -1.08 -22.39 20.24 4.24 4.24 4.24 4.24 4.24 3.63 3.63 3.63 3.63 3.63 3.63 3.63 3.63 -14.64 -14.64 -14.64 -14.64 21.90 21.90 21.90 21.90 3.64 3.64 3.64 3.64 3.62 3.62 3.62 3.62 -2.60 -2.60 -2.60 -2.60 9.87 9.87 9.87 9.87 -1.03 -0.88 -0.88 -11.85 10.08
-0.01 -0.01 -0.02 -0.01 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02
Page 32 of 133
DETAIL REPORT FOR F2 & F3 BEARING CAPACITY - LINEAR SOIL PRESSURE METHOD Load Comb
Max Pressure (kN/sq m)
All Pressure (kN/sq m)
Ecc Z Dir (cm)
Ecc X Dir (cm)
Moment Z axis (kN-m)
Moment X axis (kN-m)
1 - Dead + DL + PE 40.72 2 - Dead + DL + PE + WLX 38.20 3 - Dead + DL + PE + -1WLX 43.23 4 - Dead + DL + PE + WLZ 53.87 5 - Dead + DL + PE + -1WLZ 52.26 6 - Dead + DL + LL + PO 38.55 7 - Dead + DL + LL + PO + FLT + FLL 38.55 8 - Dead + DL + LL + PO + -1FLT + FLL 38.55 9 - Dead + DL + LL + PO + FLT + -1FLL 38.55 10 - Dead + DL + LL + PO + -1FLT + -1FLL 38.55 11 - Dead + DL + LL + PO + FLT + FLL + WLX 36.97 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 36.97 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 36.97 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 36.97 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 41.07 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 41.07 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 41.07 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 41.07 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 51.68 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 51.68 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 51.68 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 51.68 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 58.89 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 58.89 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 58.89 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 58.89 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 37.99 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 37.99 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 37.99 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX37.99 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 39.12 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 39.12 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 39.12 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX39.12 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 42.85 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 42.85 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 42.85 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 42.85 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 42.12 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 42.12 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 42.12 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ42.12 43 - Dead + DL + PT 40.44 44 - Dead + DL + PT + 0.6WLX 38.93 45 - Dead + DL + PT + -0.6WLX 41.94 46 - Dead + DL + PT + 0.6WLZ 48.31 47 - Dead + DL + PT + -0.6WLZ 42.98
171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60
7.21 5.25 8.96 30.51 15.90 1.65 1.65 1.65 1.65 1.65 0.63 0.63 0.63 0.63 3.69 3.69 3.69 3.69 24.77 24.77 24.77 24.77 21.29 21.29 21.29 21.29 1.15 1.15 1.15 1.15 2.13 2.13 2.13 2.13 8.37 8.37 8.37 8.37 5.05 5.05 5.05 5.05 7.16 6.01 8.24 21.12 6.73
11.57 13.16 10.15 5.85 17.25 13.88 13.88 13.88 13.88 13.88 15.59 15.59 15.59 15.59 12.35 12.35 12.35 12.35 8.21 8.21 8.21 8.21 19.50 19.50 19.50 19.50 14.24 14.24 14.24 14.24 13.53 13.53 13.53 13.53 12.85 12.85 12.85 12.85 14.90 14.90 14.90 14.90 11.27 12.19 10.41 7.84 14.68
11.32 12.15 10.49 5.70 16.94 13.67 13.67 13.67 13.67 13.67 14.49 14.49 14.49 14.49 12.84 12.84 12.84 12.84 8.05 8.05 8.05 8.05 19.28 19.28 19.28 19.28 13.85 13.85 13.85 13.85 13.49 13.49 13.49 13.49 12.63 12.63 12.63 12.63 14.71 14.71 14.71 14.71 11.02 11.52 10.53 7.65 14.39
7.05 4.84 9.26 29.73 15.62 1.62 1.62 1.62 1.62 1.62 0.59 0.59 0.59 0.59 3.83 3.83 3.83 3.83 24.30 24.30 24.30 24.30 21.05 21.05 21.05 21.05 1.12 1.12 1.12 1.12 2.12 2.12 2.12 2.12 8.23 8.23 8.23 8.23 4.98 4.98 4.98 4.98 7.01 5.68 8.33 20.61 6.60
Rem
Page 33 of 133
DETAIL REPORT FOR F2 & F3 STABILITY RATIO / SLIDING SAFETY FACTOR Load Comb
S.R. Z Dir
S.R. X Dir
All S.R.
Sliding FS - Z
Sliding FS - X
All FS
1 - Dead + DL + PE 76.59 2 - Dead + DL + PE + WLX 20.89 3 - Dead + DL + PE + -1WLX 84.47 4 - Dead + DL + PE + WLZ 3.92 5 - Dead + DL + PE + -1WLZ 4.66 6 - Dead + DL + LL + PO 22.33 7 - Dead + DL + LL + PO + FLT + FLL 22.33 8 - Dead + DL + LL + PO + -1FLT + FLL 22.33 9 - Dead + DL + LL + PO + FLT + -1FLL 22.33 10 - Dead + DL + LL + PO + -1FLT + -1FLL 22.33 11 - Dead + DL + LL + PO + FLT + FLL + WLX 8.72 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 8.72 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 8.72 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 8.72 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 24.03 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 24.03 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 24.03 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 24.03 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 5.21 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 5.21 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 5.21 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 5.21 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 3.72 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 3.72 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 3.72 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 3.72 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 18.23 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 18.23 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 18.23 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX18.23 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 22.75 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 22.75 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 22.75 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX22.75 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 44.24 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 44.24 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 44.24 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 44.24 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 9.06 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 9.06 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 9.06 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ 9.06 43 - Dead + DL + PT 80.39 44 - Dead + DL + PT + 0.6WLX 30.01 45 - Dead + DL + PT + -0.6WLX 87.18 46 - Dead + DL + PT + 0.6WLZ 6.34 47 - Dead + DL + PT + -0.6WLZ 8.00
6.81 4.73 7.32 7.09 4.91 5.93 5.93 5.93 5.93 5.93 4.38 4.38 4.38 4.38 6.31 6.31 6.31 6.31 6.54 6.54 6.54 6.54 4.39 4.39 4.39 4.39 5.62 5.62 5.62 5.62 6.01 6.01 6.01 6.01 6.21 6.21 6.21 6.21 5.57 5.57 5.57 5.57 6.97 5.49 7.30 7.14 5.66
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
91.41 89.26 93.56 4.39 4.88 23.31 23.31 23.31 23.31 23.31 22.76 22.76 22.76 22.76 23.86 23.86 23.86 23.86 5.78 5.78 5.78 5.78 3.87 3.87 3.87 3.87 23.14 23.14 23.14 23.14 23.48 23.48 23.48 23.48 49.29 49.29 49.29 49.29 9.44 9.44 9.44 9.44 95.64 94.29 96.99 7.12 8.39
7.95 7.77 8.13 8.06 7.84 7.11 7.11 7.11 7.11 7.11 6.95 6.95 6.95 6.95 7.27 7.27 7.27 7.27 7.19 7.19 7.19 7.19 7.03 7.03 7.03 7.03 7.08 7.08 7.08 7.08 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.08 7.08 7.08 7.08 8.13 8.02 8.24 8.20 8.06
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
Remarks
Page 34 of 133
DETAIL REPORT FOR F2 & F3 FOOTING DESIGN INFORMATION X Dim (mm) Z Dim (mm) Thickness (mm)
1900.00 2000.00 400.00
Top Steel Governing Combination
No of Bars
26. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 13-1.2WLZ 4. 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 12
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
Moment (kN m/m)
12 12
150 150
7.35 7.14
0.09 0.71
-1 -9
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
(kN m/m)
12 12
150 150
7.35 7.14
7.2 7.2
5 10
All Stress (N/sq mm)
Rem
Direction
X Z
Bottom Steel Governing Combination
No of Bars
5. 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 13 26. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 12-1.2WLZ
PUNCHING SHEAR P1 Control Comb
Net Ult Load (kN)
Punch. Stress (N/sq mm)
26. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 16.87 + -1.2WLZ
0.02
0.49
Moment
Direction
X Z
Page 35 of 133
DETAIL REPORT FOR F2 & F3 MAXIMUM SHEAR - X DIRECTION Load Comb
Left Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 1.48 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 1.48 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 1.48 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 1.48 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 1.48 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 1.48 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 1.48 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 1.48 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 1.48 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL1.48 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.48 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.48 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.48 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.48 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.48 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.48 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.48 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.48 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.48 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.48 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.48 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.48 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.48 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.48 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.48 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.48 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 1.48 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.48 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.48 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.48 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 1.48 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.48 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.48 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.48 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 1.48 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.48 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.48 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.48 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 1.48 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.48 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.48 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.48 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 1.48 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 1.48 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 1.48 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 1.48 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 1.48
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
-13.30 -12.21 -14.40 -8.86 -17.74 -15.31 -15.31 -15.31 -15.31 -15.31 -12.18 -12.18 -12.18 -12.18 -14.06 -14.06 -14.06 -14.06 -9.32 -9.32 -9.32 -9.32 -16.92 -16.92 -16.92 -16.92 -12.88 -12.88 -12.88 -12.88 -13.36 -13.36 -13.36 -13.36 -12.26 -12.26 -12.26 -12.26 -13.98 -13.98 -13.98 -13.98 -13.08 -10.64 -11.77 -8.93 -13.49
0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02
0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50
Rem
Page 36 of 133
DETAIL REPORT FOR F2 & F3 MAXIMUM SHEAR - Z DIRECTION Load Comb
Bottom Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 0.23 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.23 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.23 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 1.28 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 1.28 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 1.28 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 1.28 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 1.28 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 1.28 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL1.28 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.28 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.28 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.28 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.28 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.28 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.28 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.28 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.28 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.28 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.28 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.28 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.28 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.28 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.28 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.28 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.28 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 1.28 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.28 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.28 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.28 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 1.28 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.28 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.28 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.28 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 0.23 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.23 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.23 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.23 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 1.28 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.28 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.28 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.28 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 0.23 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.23 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.23 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 1.28 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 1.28
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
5.28 3.48 7.07 21.58 -22.83 -6.23 -6.23 -6.23 -6.23 -6.23 -4.78 -4.78 -4.78 -4.78 -5.90 -5.90 -5.90 -5.90 13.70 13.70 13.70 13.70 -24.38 -24.38 -24.38 -24.38 -5.21 -5.21 -5.21 -5.21 -5.47 -5.47 -5.47 -5.47 5.39 5.39 5.39 5.39 -11.85 -11.85 -11.85 -11.85 5.26 3.58 5.43 10.84 -12.00
0.01 0.01 0.01 0.04 0.04 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.04 0.04 0.04 0.04 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.02 0.02
0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49
Rem
Page 37 of 133
DETAIL REPORT FOR F2 & F3 PIER/BASE PLATE DESIGN INFORMATION X Dim (mm) Z Dim (mm) Height above grade (mm) X Offset (mm) Z Offset (mm) Requested Reinft. Ratio Provided Reinft. Ratio Long Bar Size (mm) Bars in X Dir Bars in Z Dir Total Long Bars Tie Bar Size (mm) Total No. of Ties Major Tie Spacing (mm)
P1 750.00 750.00 300.00 800.00 600.00 0.0018 0.0043 16 4 4 12 12 9 150
Page 38 of 133
DETAIL REPORT FOR F2 & F3 PIER ULTIMATE LOAD CAPACITIES
P1 Load Comb
Axial Load (kN)
Axial Capa. (kN)
Mom X
Mom X Capa (kN m)
Mom Z
(kN m)
(kN m)
Mom Z Capa (kN m)
1 - 1.4Dead + 1.4DL + 1.4PE 20.61 20.81 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 12.87 13.00 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 28.34 1623.96 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 20.05 20.25 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 21.16 21.38 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 21.53 21.74 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 21.53 21.74 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 21.53 21.74 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 21.53 21.74 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 21.53 21.74 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL11.82 + 1.2WLX 11.94 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL11.82 + 1.2WLX 11.94 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL11.82 + 1.2WLX 11.94 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 11.82 + 1.2WLX 11.94 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL25.08 + -1.2WLX 1180.80 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL25.08 + -1.2WLX 1180.80 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL25.08 + -1.2WLX 1180.80 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 25.08 + -1.2WLX1180.80 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL17.97 + 1.2WLZ 18.15 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL17.97 + 1.2WLZ 18.15 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL17.97 + 1.2WLZ 18.15 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 17.97 + 1.2WLZ 18.15 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL18.93 + -1.2WLZ 19.12 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL18.93 + -1.2WLZ 19.12 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL18.93 + -1.2WLZ 19.12 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 18.93 + -1.2WLZ 19.12 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 16.75 EQX 16.91 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +16.75 EQX 16.91 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +16.75 EQX 16.91 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 16.75 EQX 16.91 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 20.16 -1EQX 20.36 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +20.16 -1EQX 20.36 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +20.16 -1EQX 20.36 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 20.16 -1EQX 20.36 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 18.17 EQZ 18.35 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +18.17 EQZ 18.35 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +18.17 EQZ 18.35 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 18.17 EQZ 18.35 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 18.74 -1EQZ 18.92 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +18.74 -1EQZ 18.92 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +18.74 -1EQZ 18.92 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 18.74 -1EQZ 18.92 43 - 1.4Dead + 1.4DL + 1.4PT 20.62 20.83 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 13.70 13.84 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 21.66 21.87 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 17.39 17.57 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 17.96 18.14
1.20 1.20 1.20 24.64 22.24 4.64 4.64 4.64 4.64 4.64 3.98 3.98 3.98 3.98 3.98 3.98 3.98 3.98 16.11 16.11 16.11 16.11 24.07 24.07 24.07 24.07 3.99 3.99 3.99 3.99 3.97 3.97 3.97 3.97 2.88 2.88 2.88 2.88 10.84 10.84 10.84 10.84 1.15 0.98 0.98 13.04 11.07
31.68 31.65 68.72 359.58 204.81 98.11 98.11 98.11 98.11 98.11 98.14 98.14 98.14 98.14 186.85 186.85 186.85 186.85 349.09 349.09 349.09 349.09 292.05 292.05 292.05 292.05 98.33 98.33 98.33 98.33 97.76 97.76 97.76 97.76 78.78 78.78 78.78 78.78 214.58 214.58 214.58 214.58 30.98 30.96 31.00 328.74 217.92
13.83 13.83 13.83 5.96 21.70 16.63 16.63 16.63 16.63 16.63 14.26 14.26 14.26 14.26 14.26 14.26 14.26 14.26 7.51 7.51 7.51 7.51 21.00 21.00 21.00 21.00 14.25 14.25 14.25 14.25 14.26 14.26 14.26 14.26 12.79 12.79 12.79 12.79 15.73 15.73 15.73 15.73 13.53 11.59 11.60 7.55 15.64
365.46 365.46 790.30 85.02 197.32 357.90 357.90 357.90 357.90 357.90 357.89 357.89 357.89 357.89 666.05 666.05 666.05 666.05 161.45 161.45 161.45 161.45 258.01 258.01 258.01 258.01 357.84 357.84 357.84 357.84 357.94 357.94 357.94 357.94 361.05 361.05 361.05 361.05 317.97 317.97 317.97 317.97 365.49 365.49 365.49 186.01 315.98
Rem
Page 39 of 133
DETAIL REPORT FOR F2 & F3
Page 40 of 133
DETAIL REPORT FOR F2 & F3 SELF WEIGHTS AND APPLIED EXTERNAL LOAD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Load Elem Weight kN
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
14.85 WLX 14.85 -1WLX 14.85 WLZ 14.85 -1WLZ 14.85 PO 14.85 PO + FLT + FLL 14.85 PO + -1FLT + FLL 14.85 PO + FLT + -1FLL 14.85 PO + -1FLT + -1FLL 14.85 PO + FLT + FLL + WLX14.85 PO + -1FLT + FLL + WLX 14.85 PO + FLT + -1FLL + WLX 14.85 PO + -1FLT + -1FLL + WLX 14.85 PO + FLT + FLL + -1WLX 14.85 PO + -1FLT + FLL + -1WLX 14.85 PO + FLT + -1FLL + -1WLX 14.85 PO + -1FLT + -1FLL + -1WLX 14.85 PO + FLT + FLL + WLZ14.85 PO + -1FLT + FLL + WLZ 14.85 PO + FLT + -1FLL + WLZ 14.85 PO + -1FLT + -1FLL + WLZ 14.85 PO + FLT + FLL + -1WLZ 14.85 PO + -1FLT + FLL + -1WLZ 14.85 PO + FLT + -1FLL + -1WLZ 14.85 PO + -1FLT + -1FLL + -1WLZ 14.85 PO + FLT + FLL + 0.715EQX 14.85 PO + -1FLT + FLL + 0.715EQX 14.85 PO + FLT + -1FLL + 0.715EQX 14.85 PO + -1FLT + -1FLL + 0.715EQX 14.85 PO + FLT + FLL + -0.715EQX 14.85 PO + -1FLT + FLL + -0.715EQX 14.85 PO + FLT + -1FLL + -0.715EQX 14.85 PO + -1FLT + -1FLL + -0.715EQX 14.85 PO + FLT + FLL + 0.715EQZ 14.85 PO + -1FLT + FLL + 0.715EQZ 14.85 PO + FLT + -1FLL + 0.715EQZ 14.85 PO + -1FLT + -1FLL + 0.715EQZ 14.85 PO + FLT + FLL + -0.715EQZ 14.85 PO + -1FLT + FLL + -0.715EQZ 14.85 PO + FLT + -1FLL + -0.715EQZ 14.85 PO + -1FLT + -1FLL + -0.715EQZ 14.85 14.85 0.6WLX 14.85 -0.6WLX 14.85 0.6WLZ 14.85 -0.6WLZ 14.85
Soil Weight kN
Mat Weight kN
App Axial Load kN
Tot Axial Load kN
Buoyant Load kN
46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62
36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48
-0.13 -5.66 5.4 -0.53 0.27 0.53 0.53 0.53 0.53 0.53 -5 -5 -5 -5 6.05 6.05 6.05 6.05 0.13 0.13 0.13 0.13 0.92 0.92 0.92 0.92 -0.69 -0.69 -0.69 -0.69 1.75 1.75 1.75 1.75 0.32 0.32 0.32 0.32 0.73 0.73 0.73 0.73 -0.12 -3.43 3.2 -0.36 0.12
97.82 92.29 103.35 97.42 98.22 98.48 98.48 98.48 98.48 98.48 92.95 92.95 92.95 92.95 104 104 104 104 98.08 98.08 98.08 98.08 98.87 98.87 98.87 98.87 97.26 97.26 97.26 97.26 99.7 99.7 99.7 99.7 98.27 98.27 98.27 98.27 98.68 98.68 98.68 98.68 97.83 94.52 101.15 97.59 98.07
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page 41 of 133
DETAIL REPORT FOR F2 & F3 SOIL BEARING RESULTS - LINEAR SOIL PRESSURE METHOD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Max Bearing kN/sq m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
40.718 WLX 38.205 -1WLX 43.231 WLZ 53.875 -1WLZ 52.256 PO 38.553 PO + FLT + FLL 38.553 PO + -1FLT + FLL 38.553 PO + FLT + -1FLL 38.553 PO + -1FLT + -1FLL 38.553 PO + FLT + FLL + WLX 36.971 PO + -1FLT + FLL + WLX 36.971 PO + FLT + -1FLL + WLX 36.971 PO + -1FLT + -1FLL + 36.971 WLX PO + FLT + FLL + -1WLX 41.066 PO + -1FLT + FLL + -1WLX 41.066 PO + FLT + -1FLL + -1WLX 41.066 PO + -1FLT + -1FLL + 41.066 -1WLX PO + FLT + FLL + WLZ51.68 PO + -1FLT + FLL + WLZ 51.68 PO + FLT + -1FLL + WLZ 51.68 PO + -1FLT + -1FLL + WLZ 51.68 PO + FLT + FLL + -1WLZ 58.89 PO + -1FLT + FLL + -1WLZ 58.89 PO + FLT + -1FLL + -1WLZ 58.89 PO + -1FLT + -1FLL + -1WLZ 58.89 PO + FLT + FLL + 0.715EQX 37.987 PO + -1FLT + FLL + 0.715EQX 37.987 PO + FLT + -1FLL + 0.715EQX 37.987 PO + -1FLT + -1FLL + 37.987 0.715EQX PO + FLT + FLL + -0.715EQX 39.12 PO + -1FLT + FLL + -0.715EQX 39.12 PO + FLT + -1FLL + -0.715EQX 39.12 PO + -1FLT + -1FLL + -0.715EQX 39.12 PO + FLT + FLL + 0.715EQZ 42.848 PO + -1FLT + FLL + 0.715EQZ 42.848 PO + FLT + -1FLL + 0.715EQZ 42.848 PO + -1FLT + -1FLL + 42.848 0.715EQZ PO + FLT + FLL + -0.715EQZ 42.123 PO + -1FLT + FLL + -0.715EQZ 42.123 PO + FLT + -1FLL + -0.715EQZ 42.123 PO + -1FLT + -1FLL + 42.123 -0.715EQZ 40.436 0.6WLX 38.929 -0.6WLX 41.944 0.6WLZ 48.313 -0.6WLZ 42.977
Min Bearing kN/sq m
X Comp Len m
Z Comp Len m
Area in Comp sq m
% in Comp
10.766 10.37 11.162 0 0 13.276 13.276 13.276 13.276 13.276 11.95 11.95 11.95 11.95 13.672 13.672 13.672 13.672 0 0 0 0 0 0 0 0 13.201 13.201 13.201 13.201 13.352 13.352 13.352 13.352 8.873 8.873 8.873 8.873 9.814 9.814 9.814 9.814 11.054 10.817 11.292 3.052 8.639
4.112 3.595 4.71 10.759 3.527 3.225 3.225 3.225 3.225 3.225 2.916 2.916 2.916 2.916 3.656 3.656 3.656 3.656 7.34 7.34 7.34 7.34 3.461 3.461 3.461 3.461 3.136 3.136 3.136 3.136 3.316 3.316 3.316 3.316 3.879 3.879 3.879 3.879 3.274 3.274 3.274 3.274 4.194 3.864 4.556 7.219 3.414
7.313 9.997 5.911 2.294 4.237 30.1 30.1 30.1 30.1 30.1 79.454 79.454 79.454 79.454 13.567 13.567 13.567 13.567 2.694 2.694 2.694 2.694 3.514 3.514 3.514 3.514 42.886 42.886 42.886 42.886 23.342 23.342 23.342 23.342 6.598 6.598 6.598 6.598 10.712 10.712 10.712 10.712 7.31 8.682 6.375 2.969 8.251
3.8 3.8 3.8 3.772 3.799 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.722 3.722 3.722 3.722 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8
100 100 100 99.257 99.977 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 97.939 97.939 97.939 97.939 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
BEARING PRESSURE CALCULATION FOR UNFACTORED LOAD COMBINATION 26 Eccentricity condition: Eccentricity - Z direction = Eccentricity - X direction = Total Axial Load = Footing length = Footing width = Mat Area A = Soil overburden = Gross bearing pressure = Net soil bearing =
Biaxial eccentricity Ecc,z = Ecc,x = P= Lx = Lz = Lx * Lz = S= Gbp = Solved by trial and error method Nbp = Gbp - S =
212.911 195.045 98.87 1.9 2 3.8 21.6 58.89 37.29
mm mm kN m m sq m kN/sq m kN/sq m kN/sq m
Page 42 of 133
DETAIL REPORT FOR F2 & F3 STABILITY RATIO CALCULATIONS No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Overturn Mom - X kNm
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
13.833 WLX 19.911 -1WLX 13.691 WLZ 14.065 -1WLZ 19.207 PO 15.974 PO + FLT + FLL 15.974 PO + -1FLT + FLL 15.974 PO + FLT + -1FLL 15.974 PO + -1FLT + -1FLL 15.974 PO + FLT + FLL + WLX 21.473 PO + -1FLT + FLL + WLX 21.473 PO + FLT + -1FLL + WLX 21.473 PO + -1FLT + -1FLL + 21.473 WLX PO + FLT + FLL + -1WLX 15.975 PO + -1FLT + FLL + -1WLX 15.975 PO + FLT + -1FLL + -1WLX 15.975 PO + -1FLT + -1FLL + 15.975 -1WLX PO + FLT + FLL + WLZ 15.141 PO + -1FLT + FLL + WLZ 15.141 PO + FLT + -1FLL + WLZ 15.141 PO + -1FLT + -1FLL + 15.141 WLZ PO + FLT + FLL + -1WLZ 21.651 PO + -1FLT + FLL + -1WLZ 21.651 PO + FLT + -1FLL + -1WLZ 21.651 PO + -1FLT + -1FLL + 21.651 -1WLZ PO + FLT + FLL + 0.715EQX 16.734 PO + -1FLT + FLL + 0.715EQX 16.734 PO + FLT + -1FLL + 0.715EQX 16.734 PO + -1FLT + -1FLL + 16.734 0.715EQX PO + FLT + FLL + -0.715EQX 15.976 PO + -1FLT + FLL + -0.715EQX 15.976 PO + FLT + -1FLL + -0.715EQX 15.976 PO + -1FLT + -1FLL + 15.976 -0.715EQX PO + FLT + FLL + 0.715EQZ 15.27 PO + -1FLT + FLL + 0.715EQZ 15.27 PO + FLT + -1FLL + 0.715EQZ 15.27 PO + -1FLT + -1FLL + 0.715EQZ 15.27 PO + FLT + FLL + -0.715EQZ 17.044 PO + -1FLT + FLL + -0.715EQZ 17.044 PO + FLT + -1FLL + -0.715EQZ 17.044 PO + -1FLT + -1FLL + 17.044 -0.715EQZ 13.514 0.6WLX 17.161 -0.6WLX 13.385 0.6WLZ 13.654 -0.6WLZ 16.638
Resist Mom - X kNm
SRx
Overturn Mom - Z kNm
Resist Mom - Z kNm
SRz
94.225 94.225 100.161 99.697 94.359 94.644 94.644 94.644 94.644 94.644 94.065 94.065 94.065 94.065 100.723 100.723 100.723 100.723 99.051 99.051 99.051 99.051 95.081 95.081 95.081 95.081 94.065 94.065 94.065 94.065 95.985 95.985 95.985 95.985 94.786 94.786 94.786 94.786 94.869 94.869 94.869 94.869 94.218 94.218 97.736 97.501 94.198
6.812 4.732 7.316 7.088 4.913 5.925 5.925 5.925 5.925 5.925 4.381 4.381 4.381 4.381 6.305 6.305 6.305 6.305 6.542 6.542 6.542 6.542 4.392 4.392 4.392 4.392 5.621 5.621 5.621 5.621 6.008 6.008 6.008 6.008 6.207 6.207 6.207 6.207 5.566 5.566 5.566 5.566 6.972 5.49 7.302 7.141 5.662
1.244 4.559 1.166 24.315 21.684 4.542 4.542 4.542 4.542 4.542 11.543 11.543 11.543 11.543 4.542 4.542 4.542 4.542 18.305 18.305 18.305 18.305 27.381 27.381 27.381 27.381 5.523 5.523 5.523 5.523 4.532 4.532 4.532 4.532 2.157 2.157 2.157 2.157 11.23 11.23 11.23 11.23 1.185 3.174 1.115 15.028 12.599
95.25 95.25 98.488 95.25 101.04 101.4 101.4 101.4 101.4 101.4 100.663 100.663 100.663 100.663 109.139 109.139 109.139 109.139 95.327 95.327 95.327 95.327 101.964 101.964 101.964 101.964 100.661 100.661 100.661 100.661 103.111 103.111 103.111 103.111 95.443 95.443 95.443 95.443 101.69 101.69 101.69 101.69 95.25 95.25 97.169 95.25 100.833
76.592 20.894 84.466 3.917 4.66 22.325 22.325 22.325 22.325 22.325 8.72 8.72 8.72 8.72 24.029 24.029 24.029 24.029 5.208 5.208 5.208 5.208 3.724 3.724 3.724 3.724 18.226 18.226 18.226 18.226 22.75 22.75 22.75 22.75 44.243 44.243 44.243 44.243 9.055 9.055 9.055 9.055 80.393 30.01 87.178 6.338 8.003
Note: Stability ratio values greater than 100 are displayed as 100.
Page 43 of 133
DETAIL REPORT FOR F2 & F3 SLIDING RESISTANCE CALCULATION - X DIRECTION - UNFACTORED LOAD COMBINATION 26 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lz = Lx = h= h1 = Y= Yh1 =
2 1.9 0.4 0.8 18 14.4
m m m m kN/cu m kN/sq m
p2 =
Y(h + h1) =
21.6
kN/sq m
R1 =
0.5*Lz*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
14.4 3 0.3 98.87 43.2 29.661 72.861 10.368 7.027
kN
R2 = R3 = R= FS,slid =
kN kN kN kN kN
Note: Sliding factor of safety value greater than 100 is displayed as 100.
SLIDING RESISTANCE CALCULATION - Z DIRECTION - UNFACTORED LOAD COMBINATION 26 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lx = Lz = h= h1 = Y= Yh1 =
1.9 2 0.4 0.8 18 14.4
m m m m kN/cu m kN/sq m
p2 =
Y(h + h1) =
21.6
kN/sq m
R1 =
0.5*Lx*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
13.68 3 0.3 98.87 41.04 29.661 70.701 18.254 3.873
kN
R2 = R3 = R= FS,slid =
Note: Sliding factor of safety value greater than 100 is displayed as 100.
FACTORED LOADS - SOIL BEARING VALUES No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Max X Bearing kN/sq m
Min X Bearing kN/sq m
1.4PE 49.21 22.867 1.4PE + 1.4WLX 48.137 19.868 1.4PE + -1.4WLX 50.283 25.866 1.4PE + 1.4WLZ 42.527 29.256 1.4PE + -1.4WLZ 55.893 16.478 1.6LL + 1.4PO 52.181 20.38 1.6LL + 1.4PO + 1.6FLT52.181 + 1.6FLL 20.38 1.6LL + 1.4PO + -1.6FLT 52.181 + 1.6FLL 20.38 1.6LL + 1.4PO + 1.6FLT52.181 + -1.6FLL 20.38 1.6LL + 1.4PO + -1.6FLT 52.181 + -1.6FLL 20.38 1.2LL + 1.2PO + 1.2FLT43.807 + 1.2FLL + 1.2WLX 14.898 1.2LL + 1.2PO + -1.2FLT 43.807 + 1.2FLL + 1.2WLX 14.898 1.2LL + 1.2PO + 1.2FLT43.807 + -1.2FLL + 1.2WLX 14.898 1.2LL + 1.2PO + -1.2FLT 43.807 + -1.2FLL + 14.898 1.2WLX 1.2LL + 1.2PO + 1.2FLT45.647 + 1.2FLL + -1.2WLX 20.039 1.2LL + 1.2PO + -1.2FLT 45.647 + 1.2FLL + -1.2WLX 20.039 1.2LL + 1.2PO + 1.2FLT45.647 + -1.2FLL + -1.2WLX 20.039 1.2LL + 1.2PO + -1.2FLT 45.647 + -1.2FLL + 20.039 -1.2WLX 1.2LL + 1.2PO + 1.2FLT38.999 + 1.2FLL + 1.2WLZ 22.945 1.2LL + 1.2PO + -1.2FLT 38.999 + 1.2FLL + 1.2WLZ 22.945 1.2LL + 1.2PO + 1.2FLT38.999 + -1.2FLL + 1.2WLZ 22.945 1.2LL + 1.2PO + -1.2FLT 38.999 + -1.2FLL + 22.945 1.2WLZ 1.2LL + 1.2PO + 1.2FLT50.455 + 1.2FLL + -1.2WLZ 11.992 1.2LL + 1.2PO + -1.2FLT 50.455 + 1.2FLL + -1.2WLZ 11.992 1.2LL + 1.2PO + 1.2FLT50.455 + -1.2FLL + -1.2WLZ 11.992 1.2LL + 1.2PO + -1.2FLT 50.455 + -1.2FLL + 11.992 -1.2WLZ LL + 1.2PO + 1.2FLT +44.487 1.2FLL + EQX 16.81 LL + 1.2PO + -1.2FLT +44.487 1.2FLL + EQX16.81 LL + 1.2PO + 1.2FLT +44.487 -1.2FLL + EQX16.81
Max Z Bearing kN/sq m
Min Z Bearing kN/sq m
43.834 39.353 48.314 68.747 53.451 38.074 38.074 38.074 38.074 38.074 29.911 29.911 29.911 29.911 36.475 36.475 36.475 36.475 53.989 53.989 53.989 53.989 51.167 51.167 51.167 51.167 31.633 31.633 31.633
28.244 28.652 27.835 3.036 18.92 34.487 34.487 34.487 34.487 34.487 28.794 28.794 28.794 28.794 29.211 29.211 29.211 29.211 7.955 7.955 7.955 7.955 11.28 11.28 11.28 11.28 29.664 29.664 29.664
kN kN kN kN kN
Page 44 of 133
DETAIL REPORT FOR F2 & F3 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + +
LL + 1.2PO + -1.2FLT +44.487 -1.2FLL + EQX16.81 LL + 1.2PO + 1.2FLT +44.967 1.2FLL + -1EQX 18.127 LL + 1.2PO + -1.2FLT +44.967 1.2FLL + -1EQX 18.127 LL + 1.2PO + 1.2FLT +44.967 -1.2FLL + -1EQX 18.127 LL + 1.2PO + -1.2FLT +44.967 -1.2FLL + -1EQX 18.127 LL + 1.2PO + 1.2FLT +43.443 1.2FLL + EQZ18.602 LL + 1.2PO + -1.2FLT +43.443 1.2FLL + EQZ 18.602 LL + 1.2PO + 1.2FLT +43.443 -1.2FLL + EQZ 18.602 LL + 1.2PO + -1.2FLT +43.443 -1.2FLL + EQZ 18.602 LL + 1.2PO + 1.2FLT +46.011 1.2FLL + -1EQZ 16.335 LL + 1.2PO + -1.2FLT +46.011 1.2FLL + -1EQZ 16.335 LL + 1.2PO + 1.2FLT +46.011 -1.2FLL + -1EQZ 16.335 LL + 1.2PO + -1.2FLT +46.011 -1.2FLL + -1EQZ 16.335 1.4PT 48.866 23.22 1.2PT + 0.72WLX 41.333 18.361 1.2PT + -0.72WLX 42.438 21.446 1.2PT + 0.72WLZ 38.449 23.189 1.2PT + -0.72WLZ 45.322 16.617
31.633 33.636 33.636 33.636 33.636 39.851 39.851 39.851 39.851 36.927 36.927 36.927 36.927 43.788 35.228 39.837 50.345 37.22
29.664 29.457 29.457 29.457 29.457 22.194 22.194 22.194 22.194 25.419 25.419 25.419 25.419 28.299 24.466 24.046 11.293 24.719
Page 45 of 133
DETAIL REPORT FOR F2 & F3 BEAM SHEAR STRESS - X DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Shear Crit Sect kN
Shear Stress N/sq mm
1.4PE 1.475 -13.301 0.022 1.4PE + 1.4WLX 1.475 -12.205 0.02 1.4PE + -1.4WLX 1.475 -14.396 0.024 1.4PE + 1.4WLZ 1.475 -8.863 0.015 1.4PE + -1.4WLZ 1.475 -17.738 0.03 1.6LL + 1.4PO 1.475 -15.308 0.026 1.6LL + 1.4PO 1.475 + 1.6FLT -15.308 + 1.6FLL 0.026 1.6LL + 1.4PO 1.475 + -1.6FLT -15.308 + 1.6FLL 0.026 1.6LL + 1.4PO 1.475 + 1.6FLT -15.308 + -1.6FLL 0.026 1.6LL + 1.4PO 1.475 + -1.6FLT -15.308 + -1.6FLL 0.026 1.2LL + 1.2PO 1.475 + 1.2FLT -12.182 + 1.2FLL + 1.2WLX 0.02 1.2LL + 1.2PO 1.475 + -1.2FLT -12.182 + 1.2FLL + 1.2WLX 0.02 1.2LL + 1.2PO 1.475 + 1.2FLT -12.182 + -1.2FLL + 1.2WLX 0.02 1.2LL + 1.2PO 1.475 + -1.2FLT -12.182 + -1.2FLL + 1.2WLX 0.02 1.2LL + 1.2PO 1.475 + 1.2FLT-14.06 + 1.2FLL + -1.2WLX 0.023 1.2LL + 1.2PO 1.475 + -1.2FLT-14.06 + 1.2FLL + -1.2WLX 0.023 1.2LL + 1.2PO 1.475 + 1.2FLT-14.06 + -1.2FLL + -1.2WLX 0.023 1.2LL + 1.2PO 1.475 + -1.2FLT-14.06 + -1.2FLL + -1.2WLX 0.023 1.2LL + 1.2PO 1.475 + 1.2FLT-9.317 + 1.2FLL + 1.2WLZ 0.016 1.2LL + 1.2PO 1.475 + -1.2FLT-9.317 + 1.2FLL + 1.2WLZ 0.016 1.2LL + 1.2PO 1.475 + 1.2FLT-9.317 + -1.2FLL + 1.2WLZ 0.016 1.2LL + 1.2PO 1.475 + -1.2FLT-9.317 + -1.2FLL + 1.2WLZ 0.016 1.2LL + 1.2PO 1.475 + 1.2FLT -16.924 + 1.2FLL + -1.2WLZ 0.028 1.2LL + 1.2PO 1.475 + -1.2FLT -16.924 + 1.2FLL + -1.2WLZ 0.028 1.2LL + 1.2PO 1.475 + 1.2FLT -16.924 + -1.2FLL + -1.2WLZ 0.028 1.2LL + 1.2PO 1.475 + -1.2FLT -16.924 + -1.2FLL + -1.2WLZ 0.028 LL + 1.2PO 1.475 + 1.2FLT +-12.877 1.2FLL + EQX 0.021 LL + 1.2PO 1.475 + -1.2FLT -12.877 + 1.2FLL + EQX0.021 LL + 1.2PO 1.475 + 1.2FLT +-12.877 -1.2FLL + EQX0.021 LL + 1.2PO 1.475 + -1.2FLT -12.877 + -1.2FLL + EQX0.021 LL + 1.2PO 1.475 + 1.2FLT +-13.364 1.2FLL + -1EQX 0.022 LL + 1.2PO 1.475 + -1.2FLT -13.364 + 1.2FLL + -1EQX 0.022 LL + 1.2PO 1.475 + 1.2FLT +-13.364 -1.2FLL + -1EQX 0.022 LL + 1.2PO 1.475 + -1.2FLT -13.364 + -1.2FLL + -1EQX 0.022 LL + 1.2PO 1.475 + 1.2FLT +-12.259 1.2FLL + EQZ 0.02 LL + 1.2PO 1.475 + -1.2FLT -12.259 + 1.2FLL + EQZ 0.02 LL + 1.2PO 1.475 + 1.2FLT +-12.259 -1.2FLL + EQZ 0.02 LL + 1.2PO 1.475 + -1.2FLT -12.259 + -1.2FLL + EQZ 0.02 LL + 1.2PO 1.475 + 1.2FLT +-13.982 1.2FLL + -1EQZ 0.023 LL + 1.2PO 1.475 + -1.2FLT -13.982 + 1.2FLL + -1EQZ 0.023 LL + 1.2PO 1.475 + 1.2FLT +-13.982 -1.2FLL + -1EQZ 0.023 LL + 1.2PO 1.475 + -1.2FLT -13.982 + -1.2FLL + -1EQZ 0.023 1.4PT 1.475 -13.075 0.022 1.2PT + 0.72WLX 1.475 -10.644 0.018 1.2PT + -0.72WLX 1.475 -11.771 0.02 1.2PT + 0.72WLZ 1.475 -8.925 0.015 1.2PT + -0.72WLZ 1.475 -13.489 0.022
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497
1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475
-13.301 -12.205 -14.396 -8.863 -17.738 -15.308 -15.308 -15.308 -15.308 -15.308 -12.182 -12.182 -12.182 -12.182 -14.06 -14.06 -14.06 -14.06 -9.317 -9.317 -9.317 -9.317 -16.924 -16.924 -16.924 -16.924 -12.877 -12.877 -12.877 -12.877 -13.364 -13.364 -13.364 -13.364 -12.259 -12.259 -12.259 -12.259 -13.982 -13.982 -13.982 -13.982 -13.075 -10.644 -11.771 -8.925 -13.489
0.022 0.02 0.024 0.015 0.03 0.026 0.026 0.026 0.026 0.026 0.02 0.02 0.02 0.02 0.023 0.023 0.023 0.023 0.016 0.016 0.016 0.016 0.028 0.028 0.028 0.028 0.021 0.021 0.021 0.021 0.022 0.022 0.022 0.022 0.02 0.02 0.02 0.02 0.023 0.023 0.023 0.023 0.022 0.018 0.02 0.015 0.022
0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492
0.225 0.225 0.225 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275
5.276 3.478 7.074 21.584 -22.834 -6.229 -6.229 -6.229 -6.229 -6.229 -4.775 -4.775 -4.775 -4.775 -5.903 -5.903 -5.903
0.009 0.006 0.012 0.038 0.04 0.011 0.011 0.011 0.011 0.011 0.008 0.008 0.008 0.008 0.01 0.01 0.01
0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492
BEAM SHEAR STRESS - Z DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + +
1.4PE 1.4PE 1.4PE 1.4PE 1.4PE 1.6LL 1.6LL 1.6LL 1.6LL 1.6LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL
+ + + + + + + + + + + + + + + +
0.225 1.4WLX 0.225 -1.4WLX 0.225 1.4WLZ 1.275 -1.4WLZ 1.275 1.4PO 1.275 1.4PO 1.275 + 1.4PO 1.275 + 1.4PO 1.275 + 1.4PO 1.275 + 1.2PO 1.275 + 1.2PO 1.275 + 1.2PO 1.275 + 1.2PO 1.275 + 1.2PO 1.275 + 1.2PO 1.275 + 1.2PO 1.275 +
Shear Crit Sect kN
Shear Stress N/sq mm
5.276 0.009 3.478 0.006 7.074 0.012 21.584 0.038 -22.834 0.04 -6.229 0.011 1.6FLT-6.229 + 1.6FLL 0.011 -1.6FLT-6.229 + 1.6FLL 0.011 1.6FLT-6.229 + -1.6FLL 0.011 -1.6FLT-6.229 + -1.6FLL 0.011 1.2FLT-4.775 + 1.2FLL + 1.2WLX 0.008 -1.2FLT-4.775 + 1.2FLL + 1.2WLX 0.008 1.2FLT-4.775 + -1.2FLL + 1.2WLX 0.008 -1.2FLT-4.775 + -1.2FLL + 1.2WLX 0.008 1.2FLT-5.903 + 1.2FLL + -1.2WLX 0.01 -1.2FLT-5.903 + 1.2FLL + -1.2WLX 0.01 1.2FLT-5.903 + -1.2FLL + -1.2WLX 0.01
Page 46 of 133
DETAIL REPORT FOR F2 & F3 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2LL + 1.2PO 1.275 + -1.2FLT-5.903 + -1.2FLL + -1.2WLX 0.01 1.2LL + 1.2PO 1.275 + 1.2FLT13.697 + 1.2FLL + 1.2WLZ 0.024 1.2LL + 1.2PO 1.275 + -1.2FLT 13.697 + 1.2FLL + 1.2WLZ 0.024 1.2LL + 1.2PO 1.275 + 1.2FLT13.697 + -1.2FLL + 1.2WLZ 0.024 1.2LL + 1.2PO 1.275 + -1.2FLT 13.697 + -1.2FLL + 1.2WLZ 0.024 1.2LL + 1.2PO 1.275 + 1.2FLT -24.375 + 1.2FLL + -1.2WLZ 0.043 1.2LL + 1.2PO 1.275 + -1.2FLT -24.375 + 1.2FLL + -1.2WLZ 0.043 1.2LL + 1.2PO 1.275 + 1.2FLT -24.375 + -1.2FLL + -1.2WLZ 0.043 1.2LL + 1.2PO 1.275 + -1.2FLT -24.375 + -1.2FLL + -1.2WLZ 0.043 LL + 1.2PO 1.275 + 1.2FLT + -5.206 1.2FLL + EQX 0.009 LL + 1.2PO 1.275 + -1.2FLT +-5.206 1.2FLL + EQX0.009 LL + 1.2PO 1.275 + 1.2FLT + -5.206 -1.2FLL + EQX0.009 LL + 1.2PO 1.275 + -1.2FLT +-5.206 -1.2FLL + EQX0.009 LL + 1.2PO 1.275 + 1.2FLT + -5.472 1.2FLL + -1EQX0.01 LL + 1.2PO 1.275 + -1.2FLT +-5.472 1.2FLL + -1EQX0.01 LL + 1.2PO 1.275 + 1.2FLT + -5.472 -1.2FLL + -1EQX0.01 LL + 1.2PO 1.275 + -1.2FLT +-5.472 -1.2FLL + -1EQX 0.01 LL + 1.2PO 0.225 + 1.2FLT + 5.393 1.2FLL + EQZ 0.009 LL + 1.2PO 0.225 + -1.2FLT + 5.393 1.2FLL + EQZ0.009 LL + 1.2PO 0.225 + 1.2FLT + 5.393 -1.2FLL + EQZ0.009 LL + 1.2PO 0.225 + -1.2FLT + 5.393 -1.2FLL + EQZ0.009 LL + 1.2PO 1.275 + 1.2FLT +-11.845 1.2FLL + -1EQZ 0.021 LL + 1.2PO 1.275 + -1.2FLT -11.845 + 1.2FLL + -1EQZ 0.021 LL + 1.2PO 1.275 + 1.2FLT +-11.845 -1.2FLL + -1EQZ 0.021 LL + 1.2PO 1.275 + -1.2FLT -11.845 + -1.2FLL + -1EQZ 0.021 1.4PT 0.225 5.259 0.009 1.2PT + 0.72WLX 0.225 3.583 0.006 1.2PT + -0.72WLX 0.225 5.432 0.01 1.2PT + 0.72WLZ 1.275 10.843 0.019 1.2PT + -0.72WLZ 1.275 -12.001 0.021
0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492
1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 0.225 0.225 0.225 0.225 1.275 1.275 1.275 1.275 0.225 0.225 0.225 1.275 1.275
-5.903 13.697 13.697 13.697 13.697 -24.375 -24.375 -24.375 -24.375 -5.206 -5.206 -5.206 -5.206 -5.472 -5.472 -5.472 -5.472 5.393 5.393 5.393 5.393 -11.845 -11.845 -11.845 -11.845 5.259 3.583 5.432 10.843 -12.001
0.01 0.024 0.024 0.024 0.024 0.043 0.043 0.043 0.043 0.009 0.009 0.009 0.009 0.01 0.01 0.01 0.01 0.009 0.009 0.009 0.009 0.021 0.021 0.021 0.021 0.009 0.006 0.01 0.019 0.021
0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492
Page 47 of 133
DETAIL REPORT FOR F2 & F3 ALLOWABLE BEAM SHEAR STRESS - X DIRECTION - FACTORED LOAD COMBINATION 1 AT A CRITICAL SECTION Concrete comp strength = Approx effective depth = Footing width = Footing thickness = Shear strength reduction factor = Critical section location = Footing steel area = Footing steel ratio percent = Reinft partial safety factor = Allowable shear stress =
fc' = 40 N/sq mm d= 300 mm Lz = 2 m Df = 0.4 m f= 0.8 l= 1.475 m As = 1470 sq mm Rw = 100*As/bvd = 0.245 Ym = 1.25 0.79*((100*As/bv*d)^(1/3))*((400/d)^(1/4))*((fc'/25)^(1/3))/Ym 0.497 N/sq mm = fvc =
Note: Allowable shear stress with enhancement may apply depending on the shear section location.
Page 48 of 133
Dimensional Solutions Mat3D Foundation Name Designed By:
Version F4 LITWIN PEL
5.8.0
Engineer
MCA
Date Time Checker
9/10/2012 1:55:36 PM VBE
Filename:
DETAIL REPORT FOR F4 PROJECT INFORMATION Project Name: Project Number: Client: Project Location Foundation Description
DESIGN CODE
PWRI UPGRADE AT BAB CL-5, CL-15, CL-16 P11452 ADCO ABU DHABI F4
BSI 8110 - 1997
INPUT UNITS
SI
CONCRETE PARAMETERS: Compressive Strength (N/sq mm) Unit Weight (kN/cu m) Pier Concrete Cover - X Dir (mm) Pier Concrete Cover - Z Dir (mm) Footing Side Concrete Cover - X Dir (mm) Footing Side Concrete Cover - Z Dir (mm) Footing Top Concrete Cover (mm) Footing Bottom Concrete Cover - X Dir (mm)
OUTPUT UNITS
REINFORCING STEEL PARAMETERS: 40 24 75 75 75 75 75 75
Yield Strength (N/sq mm) Unit Weight (kN/cu m) Modulus of Elasticity (kN/sq mm) Pier Min Rebar Spacing (mm) Footing Min Rebar Spacing (mm) Footing Max Rebar Spacing (mm)
SOIL PARAMETERS:
REBAR PARAMETERS:
Unit Weight (kN/cu m) 18 Allowable Net Bearing Capacity (kN/sq m) 150 Bearing Capacity Method Linear Soil Pressure Soil Type Granular ive Pressure Coefficient Kp 3 Soil To Concrete Friction f 0.3 Allowable Increase in Soil Pressure due to Short Term Loads (%) Wind 0 Earthquake 0 Test Min Stability Ratio 1.5 Safety Factor against Lateral Forces 1.5
Max Long Bar Size Min Long Bar Size Max Tie Bar Size Min Tie Bar Size Max Ftg Bar Size Min Ftg Bar Size Temp & Shrinkage Steel Ratio
MINIMUM FOUNDATION CRITERIA: Depth of Footing Below Grade (mm) Minimum Soil Cover (mm) Grade Elevation (mm)
SI
460 78 200 100 100 300
20 16 12 10 25 10 0.0018
0
BUOYANCY CRITERIA: 1200 800 100.2
Consider Buoyancy: Consider soil for buoyancy: Water table below grade (mm)
No No 3000
Page 49 of 133
DETAIL REPORT FOR F4 APPLIED LOADS P1 Load Case
1 - Dead 2 - DL 3 - LL 4 - PE 5 - PO 6 - PT 7 - FLT 8 - FLL 9 - WLX 10 - WLZ 11 - EQX 12 - EQZ
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 0.94 2.08 0.88 0.00 0.00 -3.47 0.00 -1.23 0.00
0.00 4.72 0.00 6.61 6.93 6.18 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 -0.46 0.00 0.00 0.00 0.00 -3.68 0.00 -1.23
0.00 0.00 0.00 0.00 -2.21 0.00 0.00 0.00 0.00 -12.15 0.00 -5.94
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 50 of 133
DETAIL REPORT FOR F4 UNFACTORED (ALLOWABLE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
1 - Dead + DL + PE 0.94 2 - Dead + DL + PE + WLX -2.52 3 - Dead + DL + PE + -1WLX 4.41 4 - Dead + DL + PE + WLZ 0.94 5 - Dead + DL + PE + -1WLZ 0.94 6 - Dead + DL + LL + PO 2.08 7 - Dead + DL + LL + PO + FLT + FLL 2.08 8 - Dead + DL + LL + PO + -1FLT + FLL 2.08 9 - Dead + DL + LL + PO + FLT + -1FLL 2.08 10 - Dead + DL + LL + PO + -1FLT + -1FLL 2.08 11 - Dead + DL + LL + PO + FLT + FLL + WLX -1.39 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX -1.39 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX -1.39 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX -1.39 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 5.54 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 5.54 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 5.54 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 5.54 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 2.08 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 2.08 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 2.08 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 2.08 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 2.08 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 2.08 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 2.08 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 2.08 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 1.19 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 1.19 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 1.19 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX 1.19 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 2.96 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 2.96 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 2.96 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX 2.96 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 2.08 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 2.08 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 2.08 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 2.08 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 2.08 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 2.08 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 2.08 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ 2.08 43 - Dead + DL + PT 0.88 44 - Dead + DL + PT + 0.6WLX -1.20 45 - Dead + DL + PT + -0.6WLX 2.96 46 - Dead + DL + PT + 0.6WLZ 0.88 47 - Dead + DL + PT + -0.6WLZ 0.88
11.33 11.33 11.33 11.33 11.33 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 10.91 10.91 10.91 10.91 10.91
0.00 0.00 0.00 -3.68 3.68 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -4.13 -4.13 -4.13 -4.13 3.22 3.22 3.22 3.22 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -1.34 -1.34 -1.34 -1.34 0.42 0.42 0.42 0.42 0.00 0.00 0.00 -2.21 2.21
0.00 0.00 0.00 -12.15 12.15 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -14.36 -14.36 -14.36 -14.36 9.94 9.94 9.94 9.94 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -6.46 -6.46 -6.46 -6.46 2.04 2.04 2.04 2.04 0.00 0.00 0.00 -7.29 7.29
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 51 of 133
DETAIL REPORT FOR F4 FACTORED (ULTIMATE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
1 - 1.4Dead + 1.4DL + 1.4PE 1.32 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX -3.53 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 6.17 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 1.32 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 1.32 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 2.91 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 2.91 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 2.91 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 2.91 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL2.91 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL -1.67 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-1.67 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL-1.67 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -1.67 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 6.65 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 6.65 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 6.65 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL6.65 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 2.49 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 2.49 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 2.49 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL2.49 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 2.49 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 2.49 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 2.49 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL2.49 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 1.26 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.26 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.26 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.26 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 3.72 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 3.72 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 3.72 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +3.72 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 2.49 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 2.49 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 2.49 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +2.49 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 2.49 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 2.49 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 2.49 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +2.49 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 1.23 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX -1.44 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 3.55 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 1.05 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 1.05
15.86 15.86 15.86 15.86 15.86 16.31 16.31 16.31 16.31 16.31 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 15.27 13.09 13.09 13.09 13.09
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 -5.15 5.15 -0.64 -0.64 -0.64 -0.64 -0.64 -0.55 -0.55 -0.55 -0.55 -0.55 -0.55 -0.55 -0.55 -4.96 -4.96 -4.96 -4.96 3.86 3.86 3.86 3.86 -0.55 -0.55 -0.55 -0.55 -0.55 -0.55 -0.55 -0.55 -1.78 -1.78 -1.78 -1.78 0.68 0.68 0.68 0.68 0.00 0.00 0.00 -2.65 2.65
0.00 0.00 0.00 -17.00 17.00 -3.09 -3.09 -3.09 -3.09 -3.09 -2.65 -2.65 -2.65 -2.65 -2.65 -2.65 -2.65 -2.65 -17.23 -17.23 -17.23 -17.23 11.92 11.92 11.92 11.92 -2.65 -2.65 -2.65 -2.65 -2.65 -2.65 -2.65 -2.65 -8.59 -8.59 -8.59 -8.59 3.29 3.29 3.29 3.29 0.00 0.00 0.00 -8.75 8.75
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 52 of 133
DETAIL REPORT FOR F4 BEARING CAPACITY - LINEAR SOIL PRESSURE METHOD Load Comb
Max Pressure (kN/sq m)
All Pressure (kN/sq m)
Ecc Z Dir (cm)
Ecc X Dir (cm)
Moment Z axis (kN-m)
Moment X axis (kN-m)
1 - Dead + DL + PE 64.57 2 - Dead + DL + PE + WLX 61.17 3 - Dead + DL + PE + -1WLX 67.97 4 - Dead + DL + PE + WLZ 97.73 5 - Dead + DL + PE + -1WLZ 133.67 6 - Dead + DL + LL + PO 72.53 7 - Dead + DL + LL + PO + FLT + FLL 72.53 8 - Dead + DL + LL + PO + -1FLT + FLL 72.53 9 - Dead + DL + LL + PO + FLT + -1FLL 72.53 10 - Dead + DL + LL + PO + -1FLT + -1FLL 72.53 11 - Dead + DL + LL + PO + FLT + FLL + WLX 69.19 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 69.19 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 69.19 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 69.19 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 75.89 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 75.89 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 75.89 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 75.89 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 108.81 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 108.81 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 108.81 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 108.81 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 120.47 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 120.47 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 120.47 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 120.47 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 71.68 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 71.68 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 71.68 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX71.68 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 73.39 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 73.39 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 73.39 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX73.39 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 85.01 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 85.01 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 85.01 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 85.01 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 74.54 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 74.54 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 74.54 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ74.54 43 - Dead + DL + PT 63.02 44 - Dead + DL + PT + 0.6WLX 60.97 45 - Dead + DL + PT + -0.6WLX 65.07 46 - Dead + DL + PT + 0.6WLZ 80.74 47 - Dead + DL + PT + -0.6WLZ 96.55
171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60
0.00 0.00 0.00 28.18 28.18 5.03 5.03 5.03 5.03 5.03 5.33 5.33 5.33 5.33 4.76 4.76 4.76 4.76 32.69 32.69 32.69 32.69 22.63 22.63 22.63 22.63 5.10 5.10 5.10 5.10 4.96 4.96 4.96 4.96 14.70 14.70 14.70 14.70 4.64 4.64 4.64 4.64 0.00 0.00 0.00 16.93 16.93
33.47 33.68 33.28 27.37 39.56 33.39 33.39 33.39 33.39 33.39 33.59 33.59 33.59 33.59 33.21 33.21 33.21 33.21 27.41 27.41 27.41 27.41 39.37 39.37 39.37 39.37 33.44 33.44 33.44 33.44 33.34 33.34 33.34 33.34 31.96 31.96 31.96 31.96 34.82 34.82 34.82 34.82 32.49 32.58 32.41 28.83 36.15
20.19 19.15 21.23 16.52 23.87 20.53 20.53 20.53 20.53 20.53 19.49 19.49 19.49 19.49 21.57 21.57 21.57 21.57 16.85 16.85 16.85 16.85 24.20 24.20 24.20 24.20 20.26 20.26 20.26 20.26 20.79 20.79 20.79 20.79 19.65 19.65 19.65 19.65 21.41 21.41 21.41 21.41 19.58 18.96 20.21 17.38 21.79
0.00 0.00 0.00 17.00 17.00 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.09 20.10 20.10 20.10 20.10 13.91 13.91 13.91 13.91 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.09 9.04 9.04 9.04 9.04 2.85 2.85 2.85 2.85 0.00 0.00 0.00 10.20 10.20
Rem
Page 53 of 133
DETAIL REPORT FOR F4 STABILITY RATIO / SLIDING SAFETY FACTOR Load Comb
S.R. Z Dir
S.R. X Dir
All S.R.
Sliding FS - Z
Sliding FS - X
All FS
1 - Dead + DL + PE 100.00 2 - Dead + DL + PE + WLX 100.00 3 - Dead + DL + PE + -1WLX 100.00 4 - Dead + DL + PE + WLZ 2.66 5 - Dead + DL + PE + -1WLZ 2.66 6 - Dead + DL + LL + PO 14.91 7 - Dead + DL + LL + PO + FLT + FLL 14.91 8 - Dead + DL + LL + PO + -1FLT + FLL 14.91 9 - Dead + DL + LL + PO + FLT + -1FLL 14.91 10 - Dead + DL + LL + PO + -1FLT + -1FLL 14.91 11 - Dead + DL + LL + PO + FLT + FLL + WLX 10.77 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 10.77 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 10.77 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 10.77 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 15.75 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 15.75 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 15.75 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 15.75 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 2.29 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 2.29 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 2.29 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 2.29 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 3.31 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 3.31 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 3.31 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 3.31 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 14.70 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 14.70 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 14.70 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX14.70 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 15.12 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 15.12 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 15.12 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX15.12 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 5.10 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 5.10 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 5.10 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 5.10 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 16.16 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 16.16 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 16.16 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ16.16 43 - Dead + DL + PT 100.00 44 - Dead + DL + PT + 0.6WLX 100.00 45 - Dead + DL + PT + -0.6WLX 100.00 46 - Dead + DL + PT + 0.6WLZ 4.43 47 - Dead + DL + PT + -0.6WLZ 4.43
2.73 2.53 2.83 2.96 2.22 2.72 2.72 2.72 2.72 2.72 2.56 2.56 2.56 2.56 2.81 2.81 2.81 2.81 2.94 2.94 2.94 2.94 2.25 2.25 2.25 2.25 2.69 2.69 2.69 2.69 2.74 2.74 2.74 2.74 2.77 2.77 2.77 2.77 2.62 2.62 2.62 2.62 2.84 2.72 2.90 2.98 2.48
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
100.00 100.00 100.00 4.16 4.16 23.02 23.02 23.02 23.02 23.02 22.55 22.55 22.55 22.55 23.49 23.49 23.49 23.49 3.54 3.54 3.54 3.54 5.12 5.12 5.12 5.12 22.90 22.90 22.90 22.90 23.14 23.14 23.14 23.14 7.88 7.88 7.88 7.88 24.95 24.95 24.95 24.95 100.00 100.00 100.00 6.93 6.93
4.46 4.37 4.55 4.46 4.46 4.36 4.36 4.36 4.36 4.36 4.27 4.27 4.27 4.27 4.45 4.45 4.45 4.45 4.36 4.36 4.36 4.36 4.36 4.36 4.36 4.36 4.34 4.34 4.34 4.34 4.39 4.39 4.39 4.39 4.36 4.36 4.36 4.36 4.36 4.36 4.36 4.36 4.63 4.57 4.69 4.63 4.63
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
Remarks
Page 54 of 133
DETAIL REPORT FOR F4 FOOTING DESIGN INFORMATION X Dim (mm) Z Dim (mm) Thickness (mm)
1500.00 1500.00 400.00
Top Steel Governing Combination
5. 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 4. 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ
No of Bars
10 10
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
Moment (kN m/m)
12 12
150 150
7.54 7.54
0.52 0.15
-6 -2
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
(kN m/m)
12 12
150 150
7.54 7.54
7.2 7.2
0 3
Rem
Direction
X Z
Bottom Steel Governing Combination
No of Bars
5. 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 10 22. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 101.2WLZ
PUNCHING SHEAR P1 Control Comb
4. 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ
Net Ult Load (kN)
Punch. Stress (N/sq mm)
All Stress (N/sq mm)
69.05
0.12
0.50
Moment
Direction
X Z
Page 55 of 133
DETAIL REPORT FOR F4 MAXIMUM SHEAR - X DIRECTION Load Comb
Left Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 0.38 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.38 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.38 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.38 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.38 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.38 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.38 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.38 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.38 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.38 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.38 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.38 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.38 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.38 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.38 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.38 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.38 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.38 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.38 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.38 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.38 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.38 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.38 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.38 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.38 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.38 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 0.38 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.38 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.38 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.38 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 0.38 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.38 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.38 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.38 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 0.38 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.38 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.38 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.38 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 0.38 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.38 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.38 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.38 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 0.38 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.38 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.38 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.38 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.38
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
-15.27 -15.38 -15.15 -12.25 -17.17 -15.23 -15.23 -15.23 -15.23 -15.23 -13.15 -13.15 -13.15 -13.15 -12.95 -12.95 -12.95 -12.95 -10.46 -10.46 -10.46 -10.46 -14.65 -14.65 -14.65 -14.65 -13.08 -13.08 -13.08 -13.08 -13.02 -13.02 -13.02 -13.02 -12.46 -12.46 -12.46 -12.46 -13.50 -13.50 -13.50 -13.50 -14.89 -12.83 -12.70 -11.22 -13.68
0.03 0.03 0.03 0.03 0.04 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03
0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50
Rem
Page 56 of 133
DETAIL REPORT FOR F4 MAXIMUM SHEAR - Z DIRECTION Load Comb
Bottom Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 0.08 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 1.43 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.08 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.08 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 1.43 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.08 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.08 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.08 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.08 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.08 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.08 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.08 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.08 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.08 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.08 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.08 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.08 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.08 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.08 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.08 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.08 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.08 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.43 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.43 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.43 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.43 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 0.08 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.08 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.08 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.08 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 0.08 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.08 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.08 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.08 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 0.08 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.08 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.08 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.08 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 1.43 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.43 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.43 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.43 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 0.08 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 1.43 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 1.43 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.08 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 1.43
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
1.01 -0.77 1.25 5.57 -5.57 1.91 1.91 1.91 1.91 1.91 1.43 1.43 1.43 1.43 1.85 1.85 1.85 1.85 5.71 5.71 5.71 5.71 -4.11 -4.11 -4.11 -4.11 1.58 1.58 1.58 1.58 1.70 1.70 1.70 1.70 3.22 3.22 3.22 3.22 -1.81 -1.81 -1.81 -1.81 1.01 -0.74 -0.99 3.19 -3.19
0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01
0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50
Rem
Page 57 of 133
DETAIL REPORT FOR F4 PIER/BASE PLATE DESIGN INFORMATION X Dim (mm) Z Dim (mm) Height above grade (mm) X Offset (mm) Z Offset (mm) Requested Reinft. Ratio Provided Reinft. Ratio Long Bar Size (mm) Bars in X Dir Bars in Z Dir Total Long Bars Tie Bar Size (mm) Total No. of Ties Major Tie Spacing (mm)
P1 750.00 750.00 200.00 1050.00 750.00 0.0018 0.0043 16 4 4 12 12 8 150
Page 58 of 133
DETAIL REPORT FOR F4 PIER ULTIMATE LOAD CAPACITIES
P1 Load Comb
Axial Load (kN)
Axial Capa. (kN)
Mom X
Mom X Capa (kN m)
Mom Z
(kN m)
(kN m)
Mom Z Capa (kN m)
1 - 1.4Dead + 1.4DL + 1.4PE 20.22 20.42 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 15.37 15.52 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 25.07 1041.86 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 20.22 20.42 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 20.22 20.42 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 21.81 22.02 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 21.81 22.02 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 21.81 22.02 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 21.81 22.02 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 21.81 22.02 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL14.53 + 1.2WLX 14.68 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL14.53 + 1.2WLX 14.68 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL14.53 + 1.2WLX 14.68 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 14.53 + 1.2WLX 14.68 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL22.85 + -1.2WLX 1144.70 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL22.85 + -1.2WLX 1144.70 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL22.85 + -1.2WLX 1144.70 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 22.85 + -1.2WLX1144.70 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL18.69 + 1.2WLZ 18.88 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL18.69 + 1.2WLZ 18.88 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL18.69 + 1.2WLZ 18.88 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 18.69 + 1.2WLZ 18.88 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL18.69 + -1.2WLZ 18.88 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL18.69 + -1.2WLZ 18.88 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL18.69 + -1.2WLZ 18.88 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 18.69 + -1.2WLZ 18.88 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 17.46 EQX 17.63 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +17.46 EQX 17.63 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +17.46 EQX 17.63 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 17.46 EQX 17.63 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 19.92 -1EQX 20.12 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +19.92 -1EQX 20.12 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +19.92 -1EQX 20.12 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 19.92 -1EQX 20.12 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 18.69 EQZ 18.88 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +18.69 EQZ 18.88 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +18.69 EQZ 18.88 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 18.69 EQZ 18.88 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 18.69 -1EQZ 18.88 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +18.69 -1EQZ 18.88 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +18.69 -1EQZ 18.88 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 18.69 -1EQZ 18.88 43 - 1.4Dead + 1.4DL + 1.4PT 20.13 20.33 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 14.76 14.91 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 19.75 19.95 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 17.25 17.43 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 17.25 17.43
0.40 0.31 0.50 17.00 17.00 3.09 3.09 3.09 3.09 3.09 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 17.23 17.23 17.23 17.23 11.92 11.92 11.92 11.92 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 8.59 8.59 8.59 8.59 3.29 3.29 3.29 3.29 0.40 0.30 0.40 8.75 8.75
9.32 7.08 20.83 323.94 245.77 68.58 68.58 68.58 68.58 68.58 68.58 68.58 68.58 68.58 132.18 132.18 132.18 132.18 333.92 333.92 333.92 333.92 210.76 210.76 210.76 210.76 68.58 68.58 68.58 68.58 68.58 68.58 68.58 68.58 217.25 217.25 217.25 217.25 78.55 78.55 78.55 78.55 9.63 8.23 11.03 251.37 178.82
15.86 15.86 15.86 10.72 21.01 15.67 15.67 15.67 15.67 15.67 13.43 13.43 13.43 13.43 13.43 13.43 13.43 13.43 9.02 9.02 9.02 9.02 17.84 17.84 17.84 17.84 13.43 13.43 13.43 13.43 13.43 13.43 13.43 13.43 12.20 12.20 12.20 12.20 14.66 14.66 14.66 14.66 15.27 13.09 13.09 10.44 15.74
366.22 366.28 659.02 201.41 296.66 361.88 361.88 361.88 361.88 361.88 361.88 361.88 361.88 361.88 669.93 669.93 669.93 669.93 168.50 168.50 168.50 168.50 320.18 320.18 320.18 320.18 361.88 361.88 361.88 361.88 361.88 361.88 361.88 361.88 316.38 316.38 316.38 316.38 361.07 361.07 361.07 361.07 366.22 366.25 366.18 294.46 330.90
Rem
Page 59 of 133
DETAIL REPORT FOR F4
Page 60 of 133
DETAIL REPORT FOR F4 SELF WEIGHTS AND APPLIED EXTERNAL LOAD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Load Elem Weight kN
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
13.5 WLX 13.5 -1WLX 13.5 WLZ 13.5 -1WLZ 13.5 PO 13.5 PO + FLT + FLL 13.5 PO + -1FLT + FLL 13.5 PO + FLT + -1FLL 13.5 PO + -1FLT + -1FLL 13.5 PO + FLT + FLL + WLX 13.5 PO + -1FLT + FLL + WLX 13.5 PO + FLT + -1FLL + WLX 13.5 PO + -1FLT + -1FLL + WLX 13.5 PO + FLT + FLL + -1WLX 13.5 PO + -1FLT + FLL + -1WLX 13.5 PO + FLT + -1FLL + -1WLX 13.5 PO + -1FLT + -1FLL + -1WLX 13.5 PO + FLT + FLL + WLZ 13.5 PO + -1FLT + FLL + WLZ13.5 PO + FLT + -1FLL + WLZ13.5 PO + -1FLT + -1FLL + WLZ 13.5 PO + FLT + FLL + -1WLZ13.5 PO + -1FLT + FLL + -1WLZ 13.5 PO + FLT + -1FLL + -1WLZ 13.5 PO + -1FLT + -1FLL + -1WLZ 13.5 PO + FLT + FLL + 0.715EQX 13.5 PO + -1FLT + FLL + 0.715EQX 13.5 PO + FLT + -1FLL + 0.715EQX 13.5 PO + -1FLT + -1FLL + 0.715EQX 13.5 PO + FLT + FLL + -0.715EQX 13.5 PO + -1FLT + FLL + -0.715EQX 13.5 PO + FLT + -1FLL + -0.715EQX 13.5 PO + -1FLT + -1FLL + -0.715EQX 13.5 PO + FLT + FLL + 0.715EQZ 13.5 PO + -1FLT + FLL + 0.715EQZ 13.5 PO + FLT + -1FLL + 0.715EQZ 13.5 PO + -1FLT + -1FLL + 0.715EQZ 13.5 PO + FLT + FLL + -0.715EQZ 13.5 PO + -1FLT + FLL + -0.715EQZ 13.5 PO + FLT + -1FLL + -0.715EQZ 13.5 PO + -1FLT + -1FLL + -0.715EQZ 13.5 13.5 0.6WLX 13.5 -0.6WLX 13.5 0.6WLZ 13.5 -0.6WLZ 13.5
Soil Weight kN
Mat Weight kN
App Axial Load kN
Tot Axial Load kN
Buoyant Load kN
24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3
21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6
0.94 -2.52 4.41 0.94 0.94 2.08 2.08 2.08 2.08 2.08 -1.39 -1.39 -1.39 -1.39 5.54 5.54 5.54 5.54 2.08 2.08 2.08 2.08 2.08 2.08 2.08 2.08 1.19 1.19 1.19 1.19 2.96 2.96 2.96 2.96 2.08 2.08 2.08 2.08 2.08 2.08 2.08 2.08 0.88 -1.2 2.96 0.88 0.88
60.34 56.88 63.81 60.34 60.34 61.48 61.48 61.48 61.48 61.48 58.01 58.01 58.01 58.01 64.94 64.94 64.94 64.94 61.48 61.48 61.48 61.48 61.48 61.48 61.48 61.48 60.59 60.59 60.59 60.59 62.36 62.36 62.36 62.36 61.48 61.48 61.48 61.48 61.48 61.48 61.48 61.48 60.28 58.2 62.36 60.28 60.28
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page 61 of 133
DETAIL REPORT FOR F4 SOIL BEARING RESULTS - LINEAR SOIL PRESSURE METHOD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Max Bearing kN/sq m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
64.572 WLX 61.174 -1WLX 67.973 WLZ 97.728 -1WLZ 133.67 PO 72.534 PO + FLT + FLL 72.534 PO + -1FLT + FLL 72.534 PO + FLT + -1FLL 72.534 PO + -1FLT + -1FLL 72.534 PO + FLT + FLL + WLX 69.187 PO + -1FLT + FLL + WLX 69.187 PO + FLT + -1FLL + WLX 69.187 PO + -1FLT + -1FLL + 69.187 WLX PO + FLT + FLL + -1WLX 75.89 PO + -1FLT + FLL + -1WLX 75.89 PO + FLT + -1FLL + -1WLX 75.89 PO + -1FLT + -1FLL + -1WLX 75.89 PO + FLT + FLL + WLZ 108.815 PO + -1FLT + FLL + WLZ 108.815 PO + FLT + -1FLL + WLZ 108.815 PO + -1FLT + -1FLL +108.815 WLZ PO + FLT + FLL + -1WLZ 120.468 PO + -1FLT + FLL + -1WLZ 120.468 PO + FLT + -1FLL + -1WLZ 120.468 PO + -1FLT + -1FLL +120.468 -1WLZ PO + FLT + FLL + 0.715EQX 71.684 PO + -1FLT + FLL + 0.715EQX 71.684 PO + FLT + -1FLL + 0.715EQX 71.684 PO + -1FLT + -1FLL + 71.684 0.715EQX PO + FLT + FLL + -0.715EQX 73.386 PO + -1FLT + FLL + -0.715EQX 73.386 PO + FLT + -1FLL + -0.715EQX 73.386 PO + -1FLT + -1FLL + 73.386 -0.715EQX PO + FLT + FLL + 0.715EQZ 85.006 PO + -1FLT + FLL + 0.715EQZ 85.006 PO + FLT + -1FLL + 0.715EQZ 85.006 PO + -1FLT + -1FLL + 85.006 0.715EQZ PO + FLT + FLL + -0.715EQZ 74.539 PO + -1FLT + FLL + -0.715EQZ 74.539 PO + FLT + -1FLL + -0.715EQZ 74.539 PO + -1FLT + -1FLL + 74.539 -0.715EQZ 63.019 0.6WLX 60.973 -0.6WLX 65.066 0.6WLZ 80.742 -0.6WLZ 96.55
Min Bearing kN/sq m
X Comp Len m
Z Comp Len m
Area in Comp sq m
% in Comp
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1.246 1.24 1.252 1.992 1.431 1.365 1.365 1.365 1.365 1.365 1.365 1.365 1.365 1.365 1.365 1.365 1.365 1.365 2.036 2.036 2.036 2.036 1.401 1.401 1.401 1.401 1.365 1.365 1.365 1.365 1.365 1.365 1.365 1.365 1.589 1.589 1.589 1.589 1.31 1.31 1.31 1.31 1.275 1.273 1.278 1.761 1.463
1.5 1.5 1.5 1.942 1.936 8.179 8.179 8.179 8.179 8.179 7.758 7.758 7.758 7.758 8.601 8.601 8.601 8.601 1.746 1.746 1.746 1.746 2.294 2.294 2.294 2.294 8.072 8.072 8.072 8.072 8.286 8.286 8.286 8.286 3.224 3.224 3.224 3.224 8.81 8.81 8.81 8.81 1.5 1.5 1.5 2.879 2.88
2.059 2.055 2.064 1.91 1.459 1.87 1.87 1.87 1.87 1.87 1.861 1.861 1.861 1.861 1.879 1.879 1.879 1.879 1.863 1.863 1.863 1.863 1.525 1.525 1.525 1.525 1.868 1.868 1.868 1.868 1.873 1.873 1.873 1.873 1.841 1.841 1.841 1.841 1.814 1.814 1.814 1.814 2.082 2.08 2.083 2.002 1.678
91.533 91.322 91.721 84.872 64.843 83.128 83.128 83.128 83.128 83.128 82.705 82.705 82.705 82.705 83.506 83.506 83.506 83.506 82.812 82.812 82.812 82.812 67.767 67.767 67.767 67.767 83.025 83.025 83.025 83.025 83.228 83.228 83.228 83.228 81.807 81.807 81.807 81.807 80.629 80.629 80.629 80.629 92.512 92.423 92.595 88.965 74.59
BEARING PRESSURE CALCULATION FOR UNFACTORED LOAD COMBINATION 5 Eccentricity condition: Eccentricity - Z direction = Eccentricity - X direction = Total Axial Load = Footing length = Footing width = Mat Area A = Soil overburden = Gross bearing pressure = Net soil bearing =
Biaxial eccentricity Ecc,z = Ecc,x = P= Lx = Lz = Lx * Lz = S= Gbp = Solved by trial and error method Nbp = Gbp - S =
281.8 395.588 60.34 1.5 1.5 2.25 21.6 133.67 112.07
mm mm kN m m sq m kN/sq m kN/sq m kN/sq m
Page 62 of 133
DETAIL REPORT FOR F4 STABILITY RATIO CALCULATIONS No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Overturn Mom - X kNm
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
15.862 WLX 16.998 -1WLX 15.862 WLZ 15.862 -1WLZ 19.538 PO 16.313 PO + FLT + FLL 16.313 PO + -1FLT + FLL 16.313 PO + FLT + -1FLL 16.313 PO + -1FLT + -1FLL 16.313 PO + FLT + FLL + WLX 16.939 PO + -1FLT + FLL + WLX 16.939 PO + FLT + -1FLL + WLX 16.939 PO + -1FLT + -1FLL + 16.939 WLX PO + FLT + FLL + -1WLX 16.313 PO + -1FLT + FLL + -1WLX 16.313 PO + FLT + -1FLL + -1WLX 16.313 PO + -1FLT + -1FLL + 16.313 -1WLX PO + FLT + FLL + WLZ 16.313 PO + -1FLT + FLL + WLZ 16.313 PO + FLT + -1FLL + WLZ 16.313 PO + -1FLT + -1FLL + 16.313 WLZ PO + FLT + FLL + -1WLZ 19.531 PO + -1FLT + FLL + -1WLZ 19.531 PO + FLT + -1FLL + -1WLZ 19.531 PO + -1FLT + -1FLL + 19.531 -1WLZ PO + FLT + FLL + 0.715EQX 16.313 PO + -1FLT + FLL + 0.715EQX 16.313 PO + FLT + -1FLL + 0.715EQX 16.313 PO + -1FLT + -1FLL + 16.313 0.715EQX PO + FLT + FLL + -0.715EQX 16.313 PO + -1FLT + FLL + -0.715EQX 16.313 PO + FLT + -1FLL + -0.715EQX 16.313 PO + -1FLT + -1FLL + 16.313 -0.715EQX PO + FLT + FLL + 0.715EQZ 16.313 PO + -1FLT + FLL + 0.715EQZ 16.313 PO + FLT + -1FLL + 0.715EQZ 16.313 PO + -1FLT + -1FLL + 16.313 0.715EQZ PO + FLT + FLL + -0.715EQZ 16.735 PO + -1FLT + FLL + -0.715EQZ 16.735 PO + FLT + -1FLL + -0.715EQZ 16.735 PO + -1FLT + -1FLL + 16.735 -0.715EQZ 15.27 0.6WLX 15.81 -0.6WLX 15.27 0.6WLZ 15.27 -0.6WLZ 17.475
Resist Mom - X kNm
SRx
Overturn Mom - Z kNm
Resist Mom - Z kNm
SRz
43.354 42.93 44.914 47.03 43.354 44.322 44.322 44.322 44.322 44.322 43.388 43.388 43.388 43.388 45.881 45.881 45.881 45.881 47.998 47.998 47.998 47.998 43.864 43.864 43.864 43.864 43.926 43.926 43.926 43.926 44.718 44.718 44.718 44.718 45.202 45.202 45.202 45.202 43.864 43.864 43.864 43.864 43.326 42.93 44.261 45.531 43.326
2.733 2.526 2.832 2.965 2.219 2.717 2.717 2.717 2.717 2.717 2.561 2.561 2.561 2.561 2.813 2.813 2.813 2.813 2.942 2.942 2.942 2.942 2.246 2.246 2.246 2.246 2.693 2.693 2.693 2.693 2.741 2.741 2.741 2.741 2.771 2.771 2.771 2.771 2.621 2.621 2.621 2.621 2.837 2.715 2.899 2.982 2.479
0 0 0 17.004 17.004 3.093 3.093 3.093 3.093 3.093 4.136 4.136 4.136 4.136 3.093 3.093 3.093 3.093 20.097 20.097 20.097 20.097 13.912 13.912 13.912 13.912 3.093 3.093 3.093 3.093 3.093 3.093 3.093 3.093 9.038 9.038 9.038 9.038 2.852 2.852 2.852 2.852 0 0 0 10.203 10.203
45.257 44.55 47.856 45.257 45.257 46.106 46.106 46.106 46.106 46.106 44.55 44.55 44.55 44.55 48.706 48.706 48.706 48.706 46.106 46.106 46.106 46.106 46.106 46.106 46.106 46.106 45.446 45.446 45.446 45.446 46.766 46.766 46.766 46.766 46.106 46.106 46.106 46.106 46.106 46.106 46.106 46.106 45.209 44.55 46.769 45.209 45.209
100 100 100 2.661 2.661 14.909 14.909 14.909 14.909 14.909 10.772 10.772 10.772 10.772 15.749 15.749 15.749 15.749 2.294 2.294 2.294 2.294 3.314 3.314 3.314 3.314 14.695 14.695 14.695 14.695 15.122 15.122 15.122 15.122 5.102 5.102 5.102 5.102 16.164 16.164 16.164 16.164 100 100 100 4.431 4.431
Note: Stability ratio values greater than 100 are displayed as 100.
Page 63 of 133
DETAIL REPORT FOR F4 SLIDING RESISTANCE CALCULATION - X DIRECTION - UNFACTORED LOAD COMBINATION 5 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lz = Lx = h= h1 = Y= Yh1 =
1.5 1.5 0.4 0.8 18 14.4
m m m m kN/cu m kN/sq m
p2 =
Y(h + h1) =
21.6
kN/sq m
R1 =
0.5*Lz*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
10.8 3 0.3 60.34 32.4 18.102 50.502 11.33 4.457
kN
R2 = R3 = R= FS,slid =
kN kN kN kN kN
Note: Sliding factor of safety value greater than 100 is displayed as 100.
SLIDING RESISTANCE CALCULATION - Z DIRECTION - UNFACTORED LOAD COMBINATION 5 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lx = Lz = h= h1 = Y= Yh1 =
1.5 1.5 0.4 0.8 18 14.4
m m m m kN/cu m kN/sq m
p2 =
Y(h + h1) =
21.6
kN/sq m
R1 =
0.5*Lx*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
10.8 3 0.3 60.34 32.4 18.102 50.502 12.146 4.158
kN
R2 = R3 = R= FS,slid =
Note: Sliding factor of safety value greater than 100 is displayed as 100.
FACTORED LOADS - SOIL BEARING VALUES No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Max X Bearing kN/sq m
Min X Bearing kN/sq m
1.4PE 90.401 0 1.4PE + 1.4WLX 85.644 0 1.4PE + -1.4WLX 95.162 0 1.4PE + 1.4WLZ 78.837 0 1.4PE + -1.4WLZ 105.939 0 1.6LL + 1.4PO 91.931 0 1.6LL + 1.4PO + 1.6FLT91.931 + 1.6FLL 0 1.6LL + 1.4PO + -1.6FLT 91.931 + 1.6FLL 0 1.6LL + 1.4PO + 1.6FLT91.931 + -1.6FLL 0 1.6LL + 1.4PO + -1.6FLT 91.931 + -1.6FLL 0 1.2LL + 1.2PO + 1.2FLT74.719 + 1.2FLL + 1.2WLX 0 1.2LL + 1.2PO + -1.2FLT 74.719 + 1.2FLL + 1.2WLX 0 1.2LL + 1.2PO + 1.2FLT74.719 + -1.2FLL + 1.2WLX 0 1.2LL + 1.2PO + -1.2FLT 74.719 + -1.2FLL + 1.2WLX 0 1.2LL + 1.2PO + 1.2FLT 82.88 + 1.2FLL + -1.2WLX 0 1.2LL + 1.2PO + -1.2FLT82.88 + 1.2FLL + -1.2WLX 0 1.2LL + 1.2PO + 1.2FLT 82.88 + -1.2FLL + -1.2WLX 0 1.2LL + 1.2PO + -1.2FLT82.88 + -1.2FLL + -1.2WLX 0 1.2LL + 1.2PO + 1.2FLT68.896 + 1.2FLL + 1.2WLZ 0 1.2LL + 1.2PO + -1.2FLT 68.896 + 1.2FLL + 1.2WLZ 0 1.2LL + 1.2PO + 1.2FLT68.896 + -1.2FLL + 1.2WLZ 0 1.2LL + 1.2PO + -1.2FLT 68.896 + -1.2FLL + 1.2WLZ 0 1.2LL + 1.2PO + 1.2FLT92.022 + 1.2FLL + -1.2WLZ 0 1.2LL + 1.2PO + -1.2FLT 92.022 + 1.2FLL + -1.2WLZ 0 1.2LL + 1.2PO + 1.2FLT92.022 + -1.2FLL + -1.2WLZ 0 1.2LL + 1.2PO + -1.2FLT 92.022 + -1.2FLL + -1.2WLZ 0 LL + 1.2PO + 1.2FLT + 77.59 1.2FLL + EQX 0 LL + 1.2PO + -1.2FLT + 77.59 1.2FLL + EQX 0 LL + 1.2PO + 1.2FLT + 77.59 -1.2FLL + EQX 0
Max Z Bearing kN/sq m
Min Z Bearing kN/sq m
37.546 35.39 39.703 80.193 80.193 45.948 45.948 45.948 45.948 45.948 37.536 37.536 37.536 37.536 41.233 41.233 41.233 41.233 77.494 77.494 77.494 77.494 62.465 62.465 62.465 62.465 38.837 38.837 38.837
37.546 35.39 39.703 0 0 30.554 30.554 30.554 30.554 30.554 24.341 24.341 24.341 24.341 28.038 28.038 28.038 28.038 0 0 0 0 3.108 3.108 3.108 3.108 25.642 25.642 25.642
kN kN kN kN kN
Page 64 of 133
DETAIL REPORT FOR F4 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + +
LL + 1.2PO + -1.2FLT + 77.59 -1.2FLL + EQX LL + 1.2PO + 1.2FLT +80.005 1.2FLL + -1EQX LL + 1.2PO + -1.2FLT +80.005 1.2FLL + -1EQX LL + 1.2PO + 1.2FLT +80.005 -1.2FLL + -1EQX LL + 1.2PO + -1.2FLT +80.005 -1.2FLL + -1EQX LL + 1.2PO + 1.2FLT +75.759 1.2FLL + EQZ LL + 1.2PO + -1.2FLT +75.759 1.2FLL + EQZ LL + 1.2PO + 1.2FLT +75.759 -1.2FLL + EQZ LL + 1.2PO + -1.2FLT +75.759 -1.2FLL + EQZ LL + 1.2PO + 1.2FLT + 82.09 1.2FLL + -1EQZ LL + 1.2PO + -1.2FLT + 82.09 1.2FLL + -1EQZ LL + 1.2PO + 1.2FLT + 82.09 -1.2FLL + -1EQZ LL + 1.2PO + -1.2FLT + 82.09 -1.2FLL + -1EQZ 1.4PT 88.227 1.2PT + 0.72WLX 73.167 1.2PT + -0.72WLX 78.08 1.2PT + 0.72WLZ 69.63 1.2PT + -0.72WLZ 82.745
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
38.837 39.931 39.931 39.931 39.931 54.166 54.166 54.166 54.166 40.971 40.971 40.971 40.971 37.507 31.04 33.258 53.914 53.914
25.642 26.736 26.736 26.736 26.736 11.408 11.408 11.408 11.408 24.603 24.603 24.603 24.603 37.507 31.04 33.258 10.383 10.383
Page 65 of 133
DETAIL REPORT FOR F4 BEAM SHEAR STRESS - X DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Shear Crit Sect kN
Shear Stress N/sq mm
1.4PE 0.375 -15.268 0.034 1.4PE + 1.4WLX 0.375 -15.384 0.034 1.4PE + -1.4WLX 0.375 -15.15 0.034 1.4PE + 1.4WLZ 0.375 -12.247 0.027 1.4PE + -1.4WLZ 0.375 -17.165 0.038 1.6LL + 1.4PO 0.375 -15.226 0.034 1.6LL + 1.4PO 0.375 + 1.6FLT -15.226 + 1.6FLL 0.034 1.6LL + 1.4PO 0.375 + -1.6FLT -15.226 + 1.6FLL 0.034 1.6LL + 1.4PO 0.375 + 1.6FLT -15.226 + -1.6FLL 0.034 1.6LL + 1.4PO 0.375 + -1.6FLT -15.226 + -1.6FLL 0.034 1.2LL + 1.2PO 0.375 + 1.2FLT -13.151 + 1.2FLL + 1.2WLX 0.029 1.2LL + 1.2PO 0.375 + -1.2FLT -13.151 + 1.2FLL + 1.2WLX 0.029 1.2LL + 1.2PO 0.375 + 1.2FLT -13.151 + -1.2FLL + 1.2WLX 0.029 1.2LL + 1.2PO 0.375 + -1.2FLT -13.151 + -1.2FLL + 1.2WLX 0.029 1.2LL + 1.2PO 0.375 + 1.2FLT -12.949 + 1.2FLL + -1.2WLX 0.029 1.2LL + 1.2PO 0.375 + -1.2FLT -12.949 + 1.2FLL + -1.2WLX 0.029 1.2LL + 1.2PO 0.375 + 1.2FLT -12.949 + -1.2FLL + -1.2WLX 0.029 1.2LL + 1.2PO 0.375 + -1.2FLT -12.949 + -1.2FLL + -1.2WLX 0.029 1.2LL + 1.2PO 0.375 + 1.2FLT -10.455 + 1.2FLL + 1.2WLZ 0.023 1.2LL + 1.2PO 0.375 + -1.2FLT -10.455 + 1.2FLL + 1.2WLZ 0.023 1.2LL + 1.2PO 0.375 + 1.2FLT -10.455 + -1.2FLL + 1.2WLZ 0.023 1.2LL + 1.2PO 0.375 + -1.2FLT -10.455 + -1.2FLL + 1.2WLZ 0.023 1.2LL + 1.2PO 0.375 + 1.2FLT -14.654 + 1.2FLL + -1.2WLZ 0.033 1.2LL + 1.2PO 0.375 + -1.2FLT -14.654 + 1.2FLL + -1.2WLZ 0.033 1.2LL + 1.2PO 0.375 + 1.2FLT -14.654 + -1.2FLL + -1.2WLZ 0.033 1.2LL + 1.2PO 0.375 + -1.2FLT -14.654 + -1.2FLL + -1.2WLZ 0.033 LL + 1.2PO 0.375 + 1.2FLT + -13.08 1.2FLL + EQX 0.029 LL + 1.2PO 0.375 + -1.2FLT +-13.08 1.2FLL + EQX0.029 LL + 1.2PO 0.375 + 1.2FLT + -13.08 -1.2FLL + EQX0.029 LL + 1.2PO 0.375 + -1.2FLT +-13.08 -1.2FLL + EQX0.029 LL + 1.2PO 0.375 + 1.2FLT +-13.021 1.2FLL + -1EQX 0.029 LL + 1.2PO 0.375 + -1.2FLT -13.021 + 1.2FLL + -1EQX 0.029 LL + 1.2PO 0.375 + 1.2FLT +-13.021 -1.2FLL + -1EQX 0.029 LL + 1.2PO 0.375 + -1.2FLT -13.021 + -1.2FLL + -1EQX 0.029 LL + 1.2PO 0.375 + 1.2FLT +-12.455 1.2FLL + EQZ 0.028 LL + 1.2PO 0.375 + -1.2FLT -12.455 + 1.2FLL + EQZ0.028 LL + 1.2PO 0.375 + 1.2FLT +-12.455 -1.2FLL + EQZ0.028 LL + 1.2PO 0.375 + -1.2FLT -12.455 + -1.2FLL + EQZ0.028 LL + 1.2PO 0.375 + 1.2FLT +-13.495 1.2FLL + -1EQZ0.03 LL + 1.2PO 0.375 + -1.2FLT -13.495 + 1.2FLL + -1EQZ0.03 LL + 1.2PO 0.375 + 1.2FLT +-13.495 -1.2FLL + -1EQZ0.03 LL + 1.2PO 0.375 + -1.2FLT -13.495 + -1.2FLL + -1EQZ 0.03 1.4PT 0.375 -14.892 0.033 1.2PT + 0.72WLX 0.375 -12.83 0.029 1.2PT + -0.72WLX 0.375 -12.699 0.028 1.2PT + 0.72WLZ 0.375 -11.219 0.025 1.2PT + -0.72WLZ 0.375 -13.682 0.03
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501
0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375
-15.268 -15.384 -15.15 -12.247 -17.165 -15.226 -15.226 -15.226 -15.226 -15.226 -13.151 -13.151 -13.151 -13.151 -12.949 -12.949 -12.949 -12.949 -10.455 -10.455 -10.455 -10.455 -14.654 -14.654 -14.654 -14.654 -13.08 -13.08 -13.08 -13.08 -13.021 -13.021 -13.021 -13.021 -12.455 -12.455 -12.455 -12.455 -13.495 -13.495 -13.495 -13.495 -14.892 -12.83 -12.699 -11.219 -13.682
0.034 0.034 0.034 0.027 0.038 0.034 0.034 0.034 0.034 0.034 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.023 0.023 0.023 0.023 0.033 0.033 0.033 0.033 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.028 0.028 0.028 0.028 0.03 0.03 0.03 0.03 0.033 0.029 0.028 0.025 0.03
0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501
0.075 1.425 0.075 0.075 1.425 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075
1.011 -0.768 1.254 5.568 -5.568 1.913 1.913 1.913 1.913 1.913 1.432 1.432 1.432 1.432 1.848 1.848 1.848
0.002 0.002 0.003 0.012 0.012 0.004 0.004 0.004 0.004 0.004 0.003 0.003 0.003 0.003 0.004 0.004 0.004
0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501
BEAM SHEAR STRESS - Z DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + +
1.4PE 1.4PE 1.4PE 1.4PE 1.4PE 1.6LL 1.6LL 1.6LL 1.6LL 1.6LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL
+ + + + + + + + + + + + + + + +
0.075 1.4WLX 1.425 -1.4WLX 0.075 1.4WLZ 0.075 -1.4WLZ 1.425 1.4PO 0.075 1.4PO 0.075 + 1.4PO 0.075 + 1.4PO 0.075 + 1.4PO 0.075 + 1.2PO 0.075 + 1.2PO 0.075 + 1.2PO 0.075 + 1.2PO 0.075 + 1.2PO 0.075 + 1.2PO 0.075 + 1.2PO 0.075 +
Shear Crit Sect kN
Shear Stress N/sq mm
1.011 0.002 -0.768 0.002 1.254 0.003 5.568 0.012 -5.568 0.012 1.913 0.004 1.6FLT 1.913 + 1.6FLL 0.004 -1.6FLT1.913 + 1.6FLL 0.004 1.6FLT 1.913 + -1.6FLL 0.004 -1.6FLT1.913 + -1.6FLL 0.004 1.2FLT 1.432 + 1.2FLL + 1.2WLX 0.003 -1.2FLT1.432 + 1.2FLL + 1.2WLX 0.003 1.2FLT 1.432 + -1.2FLL + 1.2WLX 0.003 -1.2FLT1.432 + -1.2FLL + 1.2WLX 0.003 1.2FLT 1.848 + 1.2FLL + -1.2WLX 0.004 -1.2FLT1.848 + 1.2FLL + -1.2WLX 0.004 1.2FLT 1.848 + -1.2FLL + -1.2WLX 0.004
Page 66 of 133
DETAIL REPORT FOR F4 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2LL + 1.2PO 0.075 + -1.2FLT1.848 + -1.2FLL + -1.2WLX 0.004 1.2LL + 1.2PO 0.075 + 1.2FLT 5.707 + 1.2FLL + 1.2WLZ 0.013 1.2LL + 1.2PO 0.075 + -1.2FLT5.707 + 1.2FLL + 1.2WLZ 0.013 1.2LL + 1.2PO 0.075 + 1.2FLT 5.707 + -1.2FLL + 1.2WLZ 0.013 1.2LL + 1.2PO 0.075 + -1.2FLT5.707 + -1.2FLL + 1.2WLZ 0.013 1.2LL + 1.2PO 1.425 + 1.2FLT-4.106 + 1.2FLL + -1.2WLZ 0.009 1.2LL + 1.2PO 1.425 + -1.2FLT-4.106 + 1.2FLL + -1.2WLZ 0.009 1.2LL + 1.2PO 1.425 + 1.2FLT-4.106 + -1.2FLL + -1.2WLZ 0.009 1.2LL + 1.2PO 1.425 + -1.2FLT-4.106 + -1.2FLL + -1.2WLZ 0.009 LL + 1.2PO 0.075 + 1.2FLT + 1.578 1.2FLL + EQX 0.004 LL + 1.2PO 0.075 + -1.2FLT + 1.578 1.2FLL + EQX0.004 LL + 1.2PO 0.075 + 1.2FLT + 1.578 -1.2FLL + EQX0.004 LL + 1.2PO 0.075 + -1.2FLT + 1.578 -1.2FLL + EQX0.004 LL + 1.2PO 0.075 + 1.2FLT + 1.701 1.2FLL + -1EQX 0.004 LL + 1.2PO 0.075 + -1.2FLT + 1.701 1.2FLL + -1EQX 0.004 LL + 1.2PO 0.075 + 1.2FLT + 1.701 -1.2FLL + -1EQX 0.004 LL + 1.2PO 0.075 + -1.2FLT + 1.701 -1.2FLL + -1EQX 0.004 LL + 1.2PO 0.075 + 1.2FLT + 3.219 1.2FLL + EQZ 0.007 LL + 1.2PO 0.075 + -1.2FLT + 3.219 1.2FLL + EQZ0.007 LL + 1.2PO 0.075 + 1.2FLT + 3.219 -1.2FLL + EQZ0.007 LL + 1.2PO 0.075 + -1.2FLT + 3.219 -1.2FLL + EQZ0.007 LL + 1.2PO 1.425 + 1.2FLT + -1.809 1.2FLL + -1EQZ 0.004 LL + 1.2PO 1.425 + -1.2FLT +-1.809 1.2FLL + -1EQZ 0.004 LL + 1.2PO 1.425 + 1.2FLT + -1.809 -1.2FLL + -1EQZ 0.004 LL + 1.2PO 1.425 + -1.2FLT +-1.809 -1.2FLL + -1EQZ 0.004 1.4PT 0.075 1.007 0.002 1.2PT + 0.72WLX 1.425 -0.738 0.002 1.2PT + -0.72WLX 1.425 -0.988 0.002 1.2PT + 0.72WLZ 0.075 3.189 0.007 1.2PT + -0.72WLZ 1.425 -3.189 0.007
0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501
0.075 0.075 0.075 0.075 0.075 1.425 1.425 1.425 1.425 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 1.425 1.425 1.425 1.425 0.075 1.425 1.425 0.075 1.425
1.848 5.707 5.707 5.707 5.707 -4.106 -4.106 -4.106 -4.106 1.578 1.578 1.578 1.578 1.701 1.701 1.701 1.701 3.219 3.219 3.219 3.219 -1.809 -1.809 -1.809 -1.809 1.007 -0.738 -0.988 3.189 -3.189
0.004 0.013 0.013 0.013 0.013 0.009 0.009 0.009 0.009 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.007 0.007 0.007 0.007 0.004 0.004 0.004 0.004 0.002 0.002 0.002 0.007 0.007
0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501
Page 67 of 133
DETAIL REPORT FOR F4 ALLOWABLE BEAM SHEAR STRESS - X DIRECTION - FACTORED LOAD COMBINATION 1 AT A CRITICAL SECTION Concrete comp strength = Approx effective depth = Footing width = Footing thickness = Shear strength reduction factor = Critical section location = Footing steel area = Footing steel ratio percent = Reinft partial safety factor = Allowable shear stress =
fc' = 40 N/sq mm d= 300 mm Lz = 1.5 m Df = 0.4 m f= 0.8 l= 0.375 m As = 1131 sq mm Rw = 100*As/bvd = 0.251 Ym = 1.25 0.79*((100*As/bv*d)^(1/3))*((400/d)^(1/4))*((fc'/25)^(1/3))/Ym 0.501 N/sq mm = fvc =
Note: Allowable shear stress with enhancement may apply depending on the shear section location.
Page 68 of 133
Dimensional Solutions Mat3D Foundation Name Designed By:
Version F5 LITWIN PEL
5.8.0
Engineer
MCA
Date Time Checker
9/11/2012 9:59:28 AM VBE
Filename:
DETAIL REPORT FOR F5 PROJECT INFORMATION Project Name: Project Number: Client: Project Location Foundation Description
DESIGN CODE
PWRI UPGRADE AT BAB CL-5, CL-15, CL-16 P11452 ADCO ABU DHABI F5
BSI 8110 - 1997
INPUT UNITS
SI
CONCRETE PARAMETERS: Compressive Strength (N/sq mm) Unit Weight (kN/cu m) Pier Concrete Cover - X Dir (mm) Pier Concrete Cover - Z Dir (mm) Footing Side Concrete Cover - X Dir (mm) Footing Side Concrete Cover - Z Dir (mm) Footing Top Concrete Cover (mm) Footing Bottom Concrete Cover - X Dir (mm)
OUTPUT UNITS
REINFORCING STEEL PARAMETERS: 40 24 75 75 75 75 75 75
Yield Strength (N/sq mm) Unit Weight (kN/cu m) Modulus of Elasticity (kN/sq mm) Pier Min Rebar Spacing (mm) Footing Min Rebar Spacing (mm) Footing Max Rebar Spacing (mm)
SOIL PARAMETERS:
REBAR PARAMETERS:
Unit Weight (kN/cu m) 18 Allowable Net Bearing Capacity (kN/sq m) 150 Bearing Capacity Method Linear Soil Pressure Soil Type Granular ive Pressure Coefficient Kp 3 Soil To Concrete Friction f 0.3 Allowable Increase in Soil Pressure due to Short Term Loads (%) Wind 0 Earthquake 0 Test Min Stability Ratio 1.5 Safety Factor against Lateral Forces 1.5
Max Long Bar Size Min Long Bar Size Max Tie Bar Size Min Tie Bar Size Max Ftg Bar Size Min Ftg Bar Size Temp & Shrinkage Steel Ratio
MINIMUM FOUNDATION CRITERIA: Depth of Footing Below Grade (mm) Minimum Soil Cover (mm) Grade Elevation (mm)
SI
460 78 200 100 100 300
20 16 12 10 25 10 0.0018
0
BUOYANCY CRITERIA: 1200 700 100
Consider Buoyancy: Consider soil for buoyancy: Water table below grade (mm)
No No 3000
Page 69 of 133
DETAIL REPORT FOR F5 APPLIED LOADS P1 Load Case
1 - Dead 2 - DL 3 - LL 4 - PE 5 - PO 6 - PT 7 - FLT 8 - FLL 9 - WLX 10 - WLZ 11 - EQX 12 - EQZ
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 0.00 8.88 12.09 8.70 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.43 -7.05 0.41 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 -0.12 3.63 -0.12 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 70 of 133
DETAIL REPORT FOR F5 UNFACTORED (ALLOWABLE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
1 - Dead + DL + PE 0.00 2 - Dead + DL + PE + WLX 0.00 3 - Dead + DL + PE + -1WLX 0.00 4 - Dead + DL + PE + WLZ 0.00 5 - Dead + DL + PE + -1WLZ 0.00 6 - Dead + DL + LL + PO 8.88 7 - Dead + DL + LL + PO + FLT + FLL 17.58 8 - Dead + DL + LL + PO + -1FLT + FLL 0.19 9 - Dead + DL + LL + PO + FLT + -1FLL 17.58 10 - Dead + DL + LL + PO + -1FLT + -1FLL 0.19 11 - Dead + DL + LL + PO + FLT + FLL + WLX 17.58 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 0.19 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 17.58 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 0.19 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 17.58 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 0.19 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 17.58 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 0.19 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 17.58 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 0.19 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 17.58 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 0.19 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 17.58 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 0.19 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 17.58 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 0.19 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 17.58 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 0.19 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 17.58 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX 0.19 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 17.58 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 0.19 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 17.58 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX 0.19 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 17.58 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 0.19 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 17.58 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 0.19 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 17.58 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 0.19 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 17.58 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ 0.19 43 - Dead + DL + PT 12.09 44 - Dead + DL + PT + 0.6WLX 12.09 45 - Dead + DL + PT + -0.6WLX 12.09 46 - Dead + DL + PT + 0.6WLZ 12.09 47 - Dead + DL + PT + -0.6WLZ 12.09
0.00 0.00 0.00 0.00 0.00 0.43 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 -7.05 -7.05 -7.05 -7.05 -7.05
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 -0.12 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 3.63 3.63 3.63 3.63 3.63
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 71 of 133
DETAIL REPORT FOR F5 FACTORED (ULTIMATE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
1 - 1.4Dead + 1.4DL + 1.4PE 0.00 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.00 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.00 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.00 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.00 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 12.43 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 26.35 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL -1.48 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 26.35 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL -1.48 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL21.09 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.22 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL21.09 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.22 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL21.09 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.22 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL21.09 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.22 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL21.09 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.22 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL21.09 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.22 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL21.09 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.22 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL21.09 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.22 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 21.09 EQX 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.22 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +21.09 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.22 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 21.09 -1EQX 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.22 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +21.09 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.22 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 21.09 EQZ 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.22 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +21.09 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.22 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 21.09 -1EQZ 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.22 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +21.09 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.22 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 16.93 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 14.51 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 14.51 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 14.51 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 14.51
0.00 0.00 0.00 0.00 0.00 0.60 1.25 -0.05 1.25 -0.05 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 -9.87 -8.46 -8.46 -8.46 -8.46
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 -0.17 -0.35 0.01 -0.35 0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 5.08 4.35 4.35 4.35 4.35
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 72 of 133
DETAIL REPORT FOR F5 BEARING CAPACITY - LINEAR SOIL PRESSURE METHOD Load Comb
Max Pressure (kN/sq m)
All Pressure (kN/sq m)
Ecc Z Dir (cm)
Ecc X Dir (cm)
Moment Z axis (kN-m)
Moment X axis (kN-m)
1 - Dead + DL + PE 25.03 2 - Dead + DL + PE + WLX 25.03 3 - Dead + DL + PE + -1WLX 25.03 4 - Dead + DL + PE + WLZ 25.03 5 - Dead + DL + PE + -1WLZ 25.03 6 - Dead + DL + LL + PO 38.55 7 - Dead + DL + LL + PO + FLT + FLL 51.61 8 - Dead + DL + LL + PO + -1FLT + FLL 25.43 9 - Dead + DL + LL + PO + FLT + -1FLL 51.61 10 - Dead + DL + LL + PO + -1FLT + -1FLL 25.43 11 - Dead + DL + LL + PO + FLT + FLL + WLX 51.61 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 25.43 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 51.61 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 25.43 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 51.61 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 25.43 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 51.61 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 25.43 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 51.61 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 25.43 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 51.61 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 25.43 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 51.61 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 25.43 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 51.61 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 25.43 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 51.61 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 25.43 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 51.61 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX25.43 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 51.61 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 25.43 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 51.61 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX25.43 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 51.61 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 25.43 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 51.61 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 25.43 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 51.61 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 25.43 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 51.61 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ25.43 43 - Dead + DL + PT 158.80 44 - Dead + DL + PT + 0.6WLX 158.80 45 - Dead + DL + PT + -0.6WLX 158.80 46 - Dead + DL + PT + 0.6WLZ 158.80 47 - Dead + DL + PT + -0.6WLZ 158.80
171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60
0.00 0.00 0.00 0.00 0.00 0.50 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 13.68 13.68 13.68 13.68 13.68
0.00 0.00 0.00 0.00 0.00 1.78 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 26.59 26.59 26.59 26.59 26.59
0.00 0.00 0.00 0.00 0.00 0.60 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 9.87 9.87 9.87 9.87 9.87
0.00 0.00 0.00 0.00 0.00 0.17 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 5.08 5.08 5.08 5.08 5.08
Rem
Page 73 of 133
DETAIL REPORT FOR F5 STABILITY RATIO / SLIDING SAFETY FACTOR Load Comb
S.R. Z Dir
S.R. X Dir
All S.R.
Sliding FS - Z
Sliding FS - X
All FS
1 - Dead + DL + PE 100.00 2 - Dead + DL + PE + WLX 100.00 3 - Dead + DL + PE + -1WLX 100.00 4 - Dead + DL + PE + WLZ 100.00 5 - Dead + DL + PE + -1WLZ 100.00 6 - Dead + DL + LL + PO 99.28 7 - Dead + DL + LL + PO + FLT + FLL 64.21 8 - Dead + DL + LL + PO + -1FLT + FLL 100.00 9 - Dead + DL + LL + PO + FLT + -1FLL 64.21 10 - Dead + DL + LL + PO + -1FLT + -1FLL 100.00 11 - Dead + DL + LL + PO + FLT + FLL + WLX 64.21 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 100.00 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 64.21 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 100.00 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 64.21 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 100.00 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 64.21 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 100.00 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 64.21 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 100.00 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 64.21 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 100.00 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 64.21 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 100.00 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 64.21 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 100.00 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 64.21 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 100.00 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 64.21 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX100.00 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 64.21 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX100.00 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 64.21 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX 100.00 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 64.21 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 100.00 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 64.21 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ100.00 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 64.21 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 100.00 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 64.21 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ 100.00 43 - Dead + DL + PT 3.66 44 - Dead + DL + PT + 0.6WLX 3.66 45 - Dead + DL + PT + -0.6WLX 3.66 46 - Dead + DL + PT + 0.6WLZ 3.66 47 - Dead + DL + PT + -0.6WLZ 3.66
100.00 100.00 100.00 100.00 100.00 28.17 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 1.88 1.88 1.88 1.88 1.88
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 7.76 7.76 7.76 7.76 7.76
100.00 100.00 100.00 100.00 100.00 63.22 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 3.99 3.99 3.99 3.99 3.99
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
Remarks
Page 74 of 133
DETAIL REPORT FOR F5 FOOTING DESIGN INFORMATION X Dim (mm) Z Dim (mm) Thickness (mm)
1000.00 1000.00 300.00
Top Steel Governing Combination
43. 1.4Dead + 1.4DL + 1.4PT 43. 1.4Dead + 1.4DL + 1.4PT
No of Bars
9 9
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
Moment (kN m/m)
12 12
100 100
10.18 10.18
0.16 0.06
-1 -1
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
(kN m/m)
12 12
100 100
10.18 10.18
5.4 5.4
4 3
Rem
Direction
X Z
Bottom Steel Governing Combination
43. 1.4Dead + 1.4DL + 1.4PT 43. 1.4Dead + 1.4DL + 1.4PT
No of Bars
9 9
PUNCHING SHEAR P1 Control Comb
43. 1.4Dead + 1.4DL + 1.4PT
Net Ult Load (kN)
Punch. Stress (N/sq mm)
All Stress (N/sq mm)
42.22
0.00
0.70
Moment
Direction
X Z
Page 75 of 133
DETAIL REPORT FOR F5 MAXIMUM SHEAR - X DIRECTION Load Comb
Left Dist (m)
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
1 - 1.4Dead + 1.4DL + 1.4PE 0.10 0.59 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.10 0.59 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.10 0.59 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.10 0.59 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.10 0.59 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.90 -2.29 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.90 -4.17 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.10 0.48 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.90 -4.17 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.10 0.48 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.90 + 1.2WLX -3.37 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.90 + 1.2WLX -0.55 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.90 + 1.2WLX -3.37 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.90 + 1.2WLX -0.55 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.90 + -1.2WLX -3.37 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.90 + -1.2WLX -0.55 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.90 + -1.2WLX -3.37 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.90 + -1.2WLX -0.55 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.90 + 1.2WLZ -3.37 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.90 + 1.2WLZ -0.55 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.90 + 1.2WLZ -3.37 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.90 + 1.2WLZ -0.55 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.90 + -1.2WLZ -3.37 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.90 + -1.2WLZ -0.55 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.90 + -1.2WLZ -3.37 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.90 + -1.2WLZ -0.55 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 0.90 -3.37 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.90 EQX -0.55 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.90 EQX -3.37 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.90 EQX -0.55 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 0.90 -3.37 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.90 -1EQX -0.55 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.90 -1EQX -3.37 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.90 -1EQX -0.55 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 0.90 -3.37 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.90 EQZ -0.55 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.90 EQZ -3.37 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.90 EQZ -0.55 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 0.90 -3.37 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.90 -1EQZ -0.55 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.90 -1EQZ -3.37 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.90 -1EQZ -0.55 43 - 1.4Dead + 1.4DL + 1.4PT 0.10 10.83 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.10 9.29 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.10 9.29 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.10 9.29 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.10 9.29
0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.05 0.05 0.05 0.05 0.05
0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70
Rem
Page 76 of 133
DETAIL REPORT FOR F5 MAXIMUM SHEAR - Z DIRECTION Load Comb
Bottom Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 0.10 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.10 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.10 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.10 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.10 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.10 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.10 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.10 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.10 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.10 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.10 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.90 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.10 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.90 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.10 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.90 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.10 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.90 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.10 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.90 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.10 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.90 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.10 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.90 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.10 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.90 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 0.10 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.90 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.10 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.90 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 0.10 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.90 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.10 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.90 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 0.10 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.90 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.10 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.90 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 0.10 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.90 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.10 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.90 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 0.90 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.90 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.90 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.90 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.90
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
0.59 0.59 0.59 0.59 0.59 1.96 3.49 0.44 3.49 0.44 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 -6.12 -5.25 -5.25 -5.25 -5.25
0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.00 0.02 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.03 0.03 0.03 0.03 0.03
0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70
Rem
Page 77 of 133
DETAIL REPORT FOR F5 PIER/BASE PLATE DESIGN INFORMATION X Dim (mm) Z Dim (mm) Height above grade (mm) X Offset (mm) Z Offset (mm) Requested Reinft. Ratio Provided Reinft. Ratio Long Bar Size (mm) Bars in X Dir Bars in Z Dir Total Long Bars Tie Bar Size (mm) Total No. of Ties Major Tie Spacing (mm)
P1 400.00 400.00 200.00 500.00 500.00 0.0018 0.0101 16 3 3 8 12 9 150
Page 78 of 133
DETAIL REPORT FOR F5 PIER ULTIMATE LOAD CAPACITIES
P1 Load Comb
Axial Load (kN)
Axial Capa. (kN)
Mom X
Mom X Capa (kN m)
Mom Z
(kN m)
(kN m)
Mom Z Capa (kN m)
1 - 1.4Dead + 1.4DL + 1.4PE 5.91 5.97 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 5.91 5.97 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 5.91 5.97 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 5.91 5.97 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 5.91 5.97 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 18.35 2664.18 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 32.26 2686.47 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 4.44 4.48 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 32.26 2686.47 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL4.44 4.48 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL26.16 + 1.2WLX 2686.47 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 5.29 + 1.2WLX 5.35 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL26.16 + 1.2WLX 2686.47 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL5.29 + 1.2WLX 5.35 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL26.16 + -1.2WLX 2686.47 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 5.29 + -1.2WLX 5.35 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL26.16 + -1.2WLX 2686.47 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL5.29 + -1.2WLX 5.35 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL26.16 + 1.2WLZ 2686.47 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 5.29 + 1.2WLZ 5.35 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL26.16 + 1.2WLZ 2686.47 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL5.29 + 1.2WLZ 5.35 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL26.16 + -1.2WLZ 2686.47 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 5.29 + -1.2WLZ 5.35 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL26.16 + -1.2WLZ 2686.47 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL5.29 + -1.2WLZ 5.35 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 26.16 EQX 2686.47 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 5.29 EQX 5.35 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +26.16 EQX 2686.47 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +5.29 EQX 5.35 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 26.16 -1EQX 2686.47 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 5.29 -1EQX 5.35 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +26.16 -1EQX 2686.47 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +5.29 -1EQX 5.35 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 26.16 EQZ 2686.47 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 5.29 EQZ 5.35 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +26.16 EQZ 2686.47 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +5.29 EQZ 5.35 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 26.16 -1EQZ 2686.47 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 5.29 -1EQZ 5.35 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +26.16 -1EQZ 2686.47 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +5.29 -1EQZ 5.35 43 - 1.4Dead + 1.4DL + 1.4PT 22.84 249.69 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 19.58 249.69 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 19.58 249.69 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 19.58 249.69 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 19.58 249.69
0.12 0.12 0.12 0.12 0.12 0.37 0.65 0.09 0.65 0.09 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 5.59 4.79 4.79 4.79 4.79
118.59 118.59 118.59 118.59 118.59 53.13 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 60.88 60.88 60.88 60.88 60.88
0.12 0.12 0.12 0.12 0.12 0.66 1.38 0.09 1.38 0.09 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 10.86 9.31 9.31 9.31 9.31
118.59 118.59 118.59 118.59 118.59 97.41 114.50 118.59 114.50 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 118.19 118.19 118.19 118.19 118.19
Rem
Page 79 of 133
DETAIL REPORT FOR F5
Page 80 of 133
DETAIL REPORT FOR F5 SELF WEIGHTS AND APPLIED EXTERNAL LOAD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Load Elem Weight kN
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
4.22 WLX 4.22 -1WLX 4.22 WLZ 4.22 -1WLZ 4.22 PO 4.22 PO + FLT + FLL 4.22 PO + -1FLT + FLL 4.22 PO + FLT + -1FLL 4.22 PO + -1FLT + -1FLL 4.22 PO + FLT + FLL + WLX 4.22 PO + -1FLT + FLL + WLX 4.22 PO + FLT + -1FLL + WLX 4.22 PO + -1FLT + -1FLL + WLX 4.22 PO + FLT + FLL + -1WLX 4.22 PO + -1FLT + FLL + -1WLX 4.22 PO + FLT + -1FLL + -1WLX 4.22 PO + -1FLT + -1FLL + -1WLX 4.22 PO + FLT + FLL + WLZ 4.22 PO + -1FLT + FLL + WLZ4.22 PO + FLT + -1FLL + WLZ4.22 PO + -1FLT + -1FLL + WLZ 4.22 PO + FLT + FLL + -1WLZ4.22 PO + -1FLT + FLL + -1WLZ 4.22 PO + FLT + -1FLL + -1WLZ 4.22 PO + -1FLT + -1FLL + -1WLZ 4.22 PO + FLT + FLL + 0.715EQX 4.22 PO + -1FLT + FLL + 0.715EQX 4.22 PO + FLT + -1FLL + 0.715EQX 4.22 PO + -1FLT + -1FLL + 0.715EQX 4.22 PO + FLT + FLL + -0.715EQX 4.22 PO + -1FLT + FLL + -0.715EQX 4.22 PO + FLT + -1FLL + -0.715EQX 4.22 PO + -1FLT + -1FLL + -0.715EQX 4.22 PO + FLT + FLL + 0.715EQZ 4.22 PO + -1FLT + FLL + 0.715EQZ 4.22 PO + FLT + -1FLL + 0.715EQZ 4.22 PO + -1FLT + -1FLL + 0.715EQZ 4.22 PO + FLT + FLL + -0.715EQZ 4.22 PO + -1FLT + FLL + -0.715EQZ 4.22 PO + FLT + -1FLL + -0.715EQZ 4.22 PO + -1FLT + -1FLL + -0.715EQZ 4.22 4.22 0.6WLX 4.22 -0.6WLX 4.22 0.6WLZ 4.22 -0.6WLZ 4.22
Soil Weight kN
Mat Weight kN
App Axial Load kN
Tot Axial Load kN
Buoyant Load kN
13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61
7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2
0 0 0 0 0 8.88 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 12.09 12.09 12.09 12.09 12.09
25.03 25.03 25.03 25.03 25.03 33.91 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 37.12 37.12 37.12 37.12 37.12
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page 81 of 133
DETAIL REPORT FOR F5 SOIL BEARING RESULTS - LINEAR SOIL PRESSURE METHOD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Max Bearing kN/sq m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
25.032 WLX 25.032 -1WLX 25.032 WLZ 25.032 -1WLZ 25.032 PO 38.551 PO + FLT + FLL 51.614 PO + -1FLT + FLL 25.429 PO + FLT + -1FLL 51.614 PO + -1FLT + -1FLL 25.429 PO + FLT + FLL + WLX 51.614 PO + -1FLT + FLL + WLX 25.429 PO + FLT + -1FLL + WLX 51.614 PO + -1FLT + -1FLL + 25.429 WLX PO + FLT + FLL + -1WLX 51.614 PO + -1FLT + FLL + -1WLX 25.429 PO + FLT + -1FLL + -1WLX 51.614 PO + -1FLT + -1FLL + 25.429 -1WLX PO + FLT + FLL + WLZ 51.614 PO + -1FLT + FLL + WLZ 25.429 PO + FLT + -1FLL + WLZ 51.614 PO + -1FLT + -1FLL + 25.429 WLZ PO + FLT + FLL + -1WLZ 51.614 PO + -1FLT + FLL + -1WLZ 25.429 PO + FLT + -1FLL + -1WLZ 51.614 PO + -1FLT + -1FLL + 25.429 -1WLZ PO + FLT + FLL + 0.715EQX 51.614 PO + -1FLT + FLL + 0.715EQX 25.429 PO + FLT + -1FLL + 0.715EQX 51.614 PO + -1FLT + -1FLL + 25.429 0.715EQX PO + FLT + FLL + -0.715EQX 51.614 PO + -1FLT + FLL + -0.715EQX 25.429 PO + FLT + -1FLL + -0.715EQX 51.614 PO + -1FLT + -1FLL + 25.429 -0.715EQX PO + FLT + FLL + 0.715EQZ 51.614 PO + -1FLT + FLL + 0.715EQZ 25.429 PO + FLT + -1FLL + 0.715EQZ 51.614 PO + -1FLT + -1FLL + 25.429 0.715EQZ PO + FLT + FLL + -0.715EQZ 51.614 PO + -1FLT + FLL + -0.715EQZ 25.429 PO + FLT + -1FLL + -0.715EQZ 51.614 PO + -1FLT + -1FLL + 25.429 -0.715EQZ 158.801 0.6WLX 158.801 -0.6WLX 158.801 0.6WLZ 158.801 -0.6WLZ 158.801
Min Bearing kN/sq m
X Comp Len m
Z Comp Len m
Area in Comp sq m
% in Comp
25.032 25.032 25.032 25.032 25.032 29.277 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 0 0 0 0 0
1 1 1 1 1 5.337 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 0.91 0.91 0.91 0.91 0.91
1 1 1 1 1 18.809 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 1.651 1.651 1.651 1.651 1.651
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.681 0.681 0.681 0.681 0.681
100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 68.095 68.095 68.095 68.095 68.095
BEARING PRESSURE CALCULATION FOR UNFACTORED LOAD COMBINATION 47 Eccentricity condition: Eccentricity - Z direction = Eccentricity - X direction = Total Axial Load = Footing length = Footing width = Mat Area A = Soil overburden = Gross bearing pressure = Net soil bearing =
Biaxial eccentricity Ecc,z = Ecc,x = P= Lx = Lz = Lx * Lz = S= Gbp = Solved by trial and error method Nbp = Gbp - S =
136.787 265.88 37.12 1 1 1 21.6 158.801 137.201
mm mm kN m m sq m kN/sq m kN/sq m kN/sq m
Page 82 of 133
DETAIL REPORT FOR F5 STABILITY RATIO CALCULATIONS No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Overturn Mom - X kNm
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
0 WLX 0 -1WLX 0 WLZ 0 -1WLZ 0 PO 0.602 PO + FLT + FLL 1.169 PO + -1FLT + FLL 0.035 PO + FLT + -1FLL 1.169 PO + -1FLT + -1FLL 0.035 PO + FLT + FLL + WLX1.169 PO + -1FLT + FLL + WLX 0.035 PO + FLT + -1FLL + WLX 1.169 PO + -1FLT + -1FLL + WLX 0.035 PO + FLT + FLL + -1WLX 1.169 PO + -1FLT + FLL + -1WLX 0.035 PO + FLT + -1FLL + -1WLX 1.169 PO + -1FLT + -1FLL + -1WLX 0.035 PO + FLT + FLL + WLZ1.169 PO + -1FLT + FLL + WLZ 0.035 PO + FLT + -1FLL + WLZ 1.169 PO + -1FLT + -1FLL + WLZ 0.035 PO + FLT + FLL + -1WLZ 1.169 PO + -1FLT + FLL + -1WLZ 0.035 PO + FLT + -1FLL + -1WLZ 1.169 PO + -1FLT + -1FLL + -1WLZ 0.035 PO + FLT + FLL + 0.715EQX 1.169 PO + -1FLT + FLL + 0.715EQX 0.035 PO + FLT + -1FLL + 0.715EQX 1.169 PO + -1FLT + -1FLL + 0.715EQX 0.035 PO + FLT + FLL + -0.715EQX 1.169 PO + -1FLT + FLL + -0.715EQX 0.035 PO + FLT + -1FLL + -0.715EQX 1.169 PO + -1FLT + -1FLL + -0.715EQX 0.035 PO + FLT + FLL + 0.715EQZ 1.169 PO + -1FLT + FLL + 0.715EQZ 0.035 PO + FLT + -1FLL + 0.715EQZ 1.169 PO + -1FLT + -1FLL + 0.715EQZ 0.035 PO + FLT + FLL + -0.715EQZ 1.169 PO + -1FLT + FLL + -0.715EQZ 0.035 PO + FLT + -1FLL + -0.715EQZ 1.169 PO + -1FLT + -1FLL + -0.715EQZ 0.035 9.87 0.6WLX 9.87 -0.6WLX 9.87 0.6WLZ 9.87 -0.6WLZ 9.87
Resist Mom - X kNm
SRx
Overturn Mom - Z kNm
Resist Mom - Z kNm
SRz
12.516 12.516 12.516 12.516 12.516 16.957 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 18.561 18.561 18.561 18.561 18.561
100 100 100 100 100 28.168 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 1.881 1.881 1.881 1.881 1.881
0 0 0 0 0 0.171 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 5.078 5.078 5.078 5.078 5.078
12.516 12.516 12.516 12.516 12.516 16.957 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 18.561 18.561 18.561 18.561 18.561
100 100 100 100 100 99.28 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 3.655 3.655 3.655 3.655 3.655
Note: Stability ratio values greater than 100 are displayed as 100.
Page 83 of 133
DETAIL REPORT FOR F5 SLIDING RESISTANCE CALCULATION - X DIRECTION - UNFACTORED LOAD COMBINATION 47 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lz = Lx = h= h1 = Y= Yh1 =
1 1 0.3 0.9 18 16.2
m m m m kN/cu m kN/sq m
p2 =
Y(h + h1) =
21.6
kN/sq m
R1 =
0.5*Lz*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
5.67 3 0.3 37.12 17.01 11.136 28.146 7.05 3.992
kN
R2 = R3 = R= FS,slid =
kN kN kN kN kN
Note: Sliding factor of safety value greater than 100 is displayed as 100.
SLIDING RESISTANCE CALCULATION - Z DIRECTION - UNFACTORED LOAD COMBINATION 47 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lx = Lz = h= h1 = Y= Yh1 =
1 1 0.3 0.9 18 16.2
m m m m kN/cu m kN/sq m
p2 =
Y(h + h1) =
21.6
kN/sq m
R1 =
0.5*Lx*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
5.67 3 0.3 37.12 17.01 11.136 28.146 3.627 7.76
kN
R2 = R3 = R= FS,slid =
Note: Sliding factor of safety value greater than 100 is displayed as 100.
FACTORED LOADS - SOIL BEARING VALUES No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Max X Bearing kN/sq m
Min X Bearing kN/sq m
1.4PE 35.045 35.045 1.4PE + 1.4WLX 35.045 35.045 1.4PE + -1.4WLX 35.045 35.045 1.4PE + 1.4WLZ 35.045 35.045 1.4PE + -1.4WLZ 35.045 35.045 1.6LL + 1.4PO 52.536 42.423 1.6LL + 1.4PO + 1.6FLT71.892 + 1.6FLL 50.892 1.6LL + 1.4PO + -1.6FLT 33.954 + 1.6FLL 33.181 1.6LL + 1.4PO + 1.6FLT71.892 + -1.6FLL 50.892 1.6LL + 1.4PO + -1.6FLT 33.954 + -1.6FLL 33.181 1.2LL + 1.2PO + 1.2FLT59.548 + 1.2FLL + 1.2WLX 42.714 1.2LL + 1.2PO + -1.2FLT 30.515 + 1.2FLL + 1.2WLX 30.011 1.2LL + 1.2PO + 1.2FLT59.548 + -1.2FLL + 1.2WLX 42.714 1.2LL + 1.2PO + -1.2FLT 30.515 + -1.2FLL + 30.011 1.2WLX 1.2LL + 1.2PO + 1.2FLT59.548 + 1.2FLL + -1.2WLX 42.714 1.2LL + 1.2PO + -1.2FLT 30.515 + 1.2FLL + -1.2WLX 30.011 1.2LL + 1.2PO + 1.2FLT59.548 + -1.2FLL + -1.2WLX 42.714 1.2LL + 1.2PO + -1.2FLT 30.515 + -1.2FLL + 30.011 -1.2WLX 1.2LL + 1.2PO + 1.2FLT59.548 + 1.2FLL + 1.2WLZ 42.714 1.2LL + 1.2PO + -1.2FLT 30.515 + 1.2FLL + 1.2WLZ 30.011 1.2LL + 1.2PO + 1.2FLT59.548 + -1.2FLL + 1.2WLZ 42.714 1.2LL + 1.2PO + -1.2FLT 30.515 + -1.2FLL + 30.011 1.2WLZ 1.2LL + 1.2PO + 1.2FLT59.548 + 1.2FLL + -1.2WLZ 42.714 1.2LL + 1.2PO + -1.2FLT 30.515 + 1.2FLL + -1.2WLZ 30.011 1.2LL + 1.2PO + 1.2FLT59.548 + -1.2FLL + -1.2WLZ 42.714 1.2LL + 1.2PO + -1.2FLT 30.515 + -1.2FLL + 30.011 -1.2WLZ LL + 1.2PO + 1.2FLT +59.548 1.2FLL + EQX42.714 LL + 1.2PO + -1.2FLT +30.515 1.2FLL + EQX 30.011 LL + 1.2PO + 1.2FLT +59.548 -1.2FLL + EQX 42.714
Max Z Bearing kN/sq m
Min Z Bearing kN/sq m
35.045 35.045 35.045 35.045 35.045 48.914 64.372 33.568 64.372 33.568 53.52 30.263 53.52 30.263 53.52 30.263 53.52 30.263 53.52 30.263 53.52 30.263 53.52 30.263 53.52 30.263 53.52 30.263 53.52
35.045 35.045 35.045 35.045 35.045 46.045 58.411 33.568 58.411 33.568 48.742 30.263 48.742 30.263 48.742 30.263 48.742 30.263 48.742 30.263 48.742 30.263 48.742 30.263 48.742 30.263 48.742 30.263 48.742
kN kN kN kN kN
Page 84 of 133
DETAIL REPORT FOR F5 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + +
LL + 1.2PO + -1.2FLT +30.515 -1.2FLL + EQX 30.011 LL + 1.2PO + 1.2FLT +59.548 1.2FLL + -1EQX 42.714 LL + 1.2PO + -1.2FLT +30.515 1.2FLL + -1EQX 30.011 LL + 1.2PO + 1.2FLT +59.548 -1.2FLL + -1EQX 42.714 LL + 1.2PO + -1.2FLT +30.515 -1.2FLL + -1EQX 30.011 LL + 1.2PO + 1.2FLT +59.548 1.2FLL + EQZ42.714 LL + 1.2PO + -1.2FLT +30.515 1.2FLL + EQZ 30.011 LL + 1.2PO + 1.2FLT +59.548 -1.2FLL + EQZ 42.714 LL + 1.2PO + -1.2FLT +30.515 -1.2FLL + EQZ 30.011 LL + 1.2PO + 1.2FLT +59.548 1.2FLL + -1EQZ 42.714 LL + 1.2PO + -1.2FLT +30.515 1.2FLL + -1EQZ 30.011 LL + 1.2PO + 1.2FLT +59.548 -1.2FLL + -1EQZ 42.714 LL + 1.2PO + -1.2FLT +30.515 -1.2FLL + -1EQZ 30.011 1.4PT 147.989 0 1.2PT + 0.72WLX 126.848 0 1.2PT + -0.72WLX 126.848 0 1.2PT + 0.72WLZ 126.848 0 1.2PT + -0.72WLZ 126.848 0
30.263 53.52 30.263 53.52 30.263 53.52 30.263 53.52 30.263 53.52 30.263 53.52 30.263 94.624 81.107 81.107 81.107 81.107
30.263 48.742 30.263 48.742 30.263 48.742 30.263 48.742 30.263 48.742 30.263 48.742 30.263 9.317 7.986 7.986 7.986 7.986
Page 85 of 133
DETAIL REPORT FOR F5 BEAM SHEAR STRESS - X DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Shear Crit Sect kN
Shear Stress N/sq mm
1.4PE 0.1 0.591 0.003 1.4PE + 1.4WLX 0.1 0.591 0.003 1.4PE + -1.4WLX 0.1 0.591 0.003 1.4PE + 1.4WLZ 0.1 0.591 0.003 1.4PE + -1.4WLZ 0.1 0.591 0.003 1.6LL + 1.4PO0.9 -2.29 0.011 1.6LL + 1.4PO0.9 + 1.6FLT-4.171 + 1.6FLL 0.021 1.6LL + 1.4PO0.1 + -1.6FLT0.478 + 1.6FLL 0.002 1.6LL + 1.4PO0.9 + 1.6FLT-4.171 + -1.6FLL 0.021 1.6LL + 1.4PO0.1 + -1.6FLT0.478 + -1.6FLL 0.002 1.2LL + 1.2PO0.9 + 1.2FLT-3.374 + 1.2FLL + 1.2WLX 0.017 1.2LL + 1.2PO0.9 + -1.2FLT-0.552 + 1.2FLL + 1.2WLX 0.003 1.2LL + 1.2PO0.9 + 1.2FLT-3.374 + -1.2FLL + 1.2WLX 0.017 1.2LL + 1.2PO0.9 + -1.2FLT-0.552 + -1.2FLL + 1.2WLX 0.003 1.2LL + 1.2PO0.9 + 1.2FLT-3.374 + 1.2FLL + -1.2WLX 0.017 1.2LL + 1.2PO0.9 + -1.2FLT-0.552 + 1.2FLL + -1.2WLX 0.003 1.2LL + 1.2PO0.9 + 1.2FLT-3.374 + -1.2FLL + -1.2WLX 0.017 1.2LL + 1.2PO0.9 + -1.2FLT-0.552 + -1.2FLL + -1.2WLX 0.003 1.2LL + 1.2PO0.9 + 1.2FLT-3.374 + 1.2FLL + 1.2WLZ 0.017 1.2LL + 1.2PO0.9 + -1.2FLT-0.552 + 1.2FLL + 1.2WLZ 0.003 1.2LL + 1.2PO0.9 + 1.2FLT-3.374 + -1.2FLL + 1.2WLZ 0.017 1.2LL + 1.2PO0.9 + -1.2FLT-0.552 + -1.2FLL + 1.2WLZ 0.003 1.2LL + 1.2PO0.9 + 1.2FLT-3.374 + 1.2FLL + -1.2WLZ 0.017 1.2LL + 1.2PO0.9 + -1.2FLT-0.552 + 1.2FLL + -1.2WLZ 0.003 1.2LL + 1.2PO0.9 + 1.2FLT-3.374 + -1.2FLL + -1.2WLZ 0.017 1.2LL + 1.2PO0.9 + -1.2FLT-0.552 + -1.2FLL + -1.2WLZ 0.003 LL + 1.2PO +0.9 1.2FLT + -3.374 1.2FLL + EQX 0.017 LL + 1.2PO +0.9 -1.2FLT +-0.552 1.2FLL + EQX0.003 LL + 1.2PO +0.9 1.2FLT + -3.374 -1.2FLL + EQX0.017 LL + 1.2PO +0.9 -1.2FLT +-0.552 -1.2FLL + EQX0.003 LL + 1.2PO +0.9 1.2FLT + -3.374 1.2FLL + -1EQX 0.017 LL + 1.2PO +0.9 -1.2FLT +-0.552 1.2FLL + -1EQX 0.003 LL + 1.2PO +0.9 1.2FLT + -3.374 -1.2FLL + -1EQX 0.017 LL + 1.2PO +0.9 -1.2FLT +-0.552 -1.2FLL + -1EQX 0.003 LL + 1.2PO +0.9 1.2FLT + -3.374 1.2FLL + EQZ 0.017 LL + 1.2PO +0.9 -1.2FLT +-0.552 1.2FLL + EQZ0.003 LL + 1.2PO +0.9 1.2FLT + -3.374 -1.2FLL + EQZ0.017 LL + 1.2PO +0.9 -1.2FLT +-0.552 -1.2FLL + EQZ0.003 LL + 1.2PO +0.9 1.2FLT + -3.374 1.2FLL + -1EQZ 0.017 LL + 1.2PO +0.9 -1.2FLT +-0.552 1.2FLL + -1EQZ 0.003 LL + 1.2PO +0.9 1.2FLT + -3.374 -1.2FLL + -1EQZ 0.017 LL + 1.2PO +0.9 -1.2FLT +-0.552 -1.2FLL + -1EQZ 0.003 1.4PT 0.1 10.832 0.054 1.2PT + 0.72WLX 0.1 9.285 0.046 1.2PT + -0.72WLX 0.1 9.285 0.046 1.2PT + 0.72WLZ 0.1 9.285 0.046 1.2PT + -0.72WLZ 0.1 9.285 0.046
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702
0.1 0.1 0.1 0.1 0.1 0.9 0.9 0.1 0.9 0.1 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.1 0.1 0.1 0.1 0.1
0.591 0.591 0.591 0.591 0.591 -2.29 -4.171 0.478 -4.171 0.478 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 10.832 9.285 9.285 9.285 9.285
0.003 0.003 0.003 0.003 0.003 0.011 0.021 0.002 0.021 0.002 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.054 0.046 0.046 0.046 0.046
0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.9 0.1 0.9 0.1 0.9 0.1
0.591 0.591 0.591 0.591 0.591 1.964 3.494 0.444 3.494 0.444 2.831 -0.529 2.831 -0.529 2.831 -0.529 2.831
0.003 0.003 0.003 0.003 0.003 0.01 0.017 0.002 0.017 0.002 0.014 0.003 0.014 0.003 0.014 0.003 0.014
0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702
BEAM SHEAR STRESS - Z DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + +
1.4PE 1.4PE 1.4PE 1.4PE 1.4PE 1.6LL 1.6LL 1.6LL 1.6LL 1.6LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL
+ + + + + + + + + + + + + + + +
0.1 1.4WLX 0.1 -1.4WLX 0.1 1.4WLZ 0.1 -1.4WLZ 0.1 1.4PO0.1 1.4PO0.1 + 1.4PO0.1 + 1.4PO0.1 + 1.4PO0.1 + 1.2PO0.1 + 1.2PO0.9 + 1.2PO0.1 + 1.2PO0.9 + 1.2PO0.1 + 1.2PO0.9 + 1.2PO0.1 +
Shear Crit Sect kN
Shear Stress N/sq mm
0.591 0.003 0.591 0.003 0.591 0.003 0.591 0.003 0.591 0.003 1.964 0.01 1.6FLT 3.494 + 1.6FLL 0.017 -1.6FLT0.444 + 1.6FLL 0.002 1.6FLT 3.494 + -1.6FLL 0.017 -1.6FLT0.444 + -1.6FLL 0.002 1.2FLT 2.831 + 1.2FLL + 1.2WLX 0.014 -1.2FLT-0.529 + 1.2FLL + 1.2WLX 0.003 1.2FLT 2.831 + -1.2FLL + 1.2WLX 0.014 -1.2FLT-0.529 + -1.2FLL + 1.2WLX 0.003 1.2FLT 2.831 + 1.2FLL + -1.2WLX 0.014 -1.2FLT-0.529 + 1.2FLL + -1.2WLX 0.003 1.2FLT 2.831 + -1.2FLL + -1.2WLX 0.014
Page 86 of 133
DETAIL REPORT FOR F5 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2LL + 1.2PO0.9 + -1.2FLT-0.529 + -1.2FLL + -1.2WLX 0.003 1.2LL + 1.2PO0.1 + 1.2FLT 2.831 + 1.2FLL + 1.2WLZ 0.014 1.2LL + 1.2PO0.9 + -1.2FLT-0.529 + 1.2FLL + 1.2WLZ 0.003 1.2LL + 1.2PO0.1 + 1.2FLT 2.831 + -1.2FLL + 1.2WLZ 0.014 1.2LL + 1.2PO0.9 + -1.2FLT-0.529 + -1.2FLL + 1.2WLZ 0.003 1.2LL + 1.2PO0.1 + 1.2FLT 2.831 + 1.2FLL + -1.2WLZ 0.014 1.2LL + 1.2PO0.9 + -1.2FLT-0.529 + 1.2FLL + -1.2WLZ 0.003 1.2LL + 1.2PO0.1 + 1.2FLT 2.831 + -1.2FLL + -1.2WLZ 0.014 1.2LL + 1.2PO0.9 + -1.2FLT-0.529 + -1.2FLL + -1.2WLZ 0.003 LL + 1.2PO +0.1 1.2FLT + 2.831 1.2FLL + EQX 0.014 LL + 1.2PO +0.9 -1.2FLT +-0.529 1.2FLL + EQX0.003 LL + 1.2PO +0.1 1.2FLT + 2.831 -1.2FLL + EQX0.014 LL + 1.2PO +0.9 -1.2FLT +-0.529 -1.2FLL + EQX0.003 LL + 1.2PO +0.1 1.2FLT + 2.831 1.2FLL + -1EQX 0.014 LL + 1.2PO +0.9 -1.2FLT +-0.529 1.2FLL + -1EQX 0.003 LL + 1.2PO +0.1 1.2FLT + 2.831 -1.2FLL + -1EQX 0.014 LL + 1.2PO +0.9 -1.2FLT +-0.529 -1.2FLL + -1EQX 0.003 LL + 1.2PO +0.1 1.2FLT + 2.831 1.2FLL + EQZ 0.014 LL + 1.2PO +0.9 -1.2FLT +-0.529 1.2FLL + EQZ0.003 LL + 1.2PO +0.1 1.2FLT + 2.831 -1.2FLL + EQZ0.014 LL + 1.2PO +0.9 -1.2FLT +-0.529 -1.2FLL + EQZ0.003 LL + 1.2PO +0.1 1.2FLT + 2.831 1.2FLL + -1EQZ 0.014 LL + 1.2PO +0.9 -1.2FLT +-0.529 1.2FLL + -1EQZ 0.003 LL + 1.2PO +0.1 1.2FLT + 2.831 -1.2FLL + -1EQZ 0.014 LL + 1.2PO +0.9 -1.2FLT +-0.529 -1.2FLL + -1EQZ 0.003 1.4PT 0.9 -6.123 0.031 1.2PT + 0.72WLX 0.9 -5.248 0.026 1.2PT + -0.72WLX 0.9 -5.248 0.026 1.2PT + 0.72WLZ 0.9 -5.248 0.026 1.2PT + -0.72WLZ 0.9 -5.248 0.026
0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702
0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.9 0.9 0.9 0.9 0.9
-0.529 2.831 -0.529 2.831 -0.529 2.831 -0.529 2.831 -0.529 2.831 -0.529 2.831 -0.529 2.831 -0.529 2.831 -0.529 2.831 -0.529 2.831 -0.529 2.831 -0.529 2.831 -0.529 -6.123 -5.248 -5.248 -5.248 -5.248
0.003 0.014 0.003 0.014 0.003 0.014 0.003 0.014 0.003 0.014 0.003 0.014 0.003 0.014 0.003 0.014 0.003 0.014 0.003 0.014 0.003 0.014 0.003 0.014 0.003 0.031 0.026 0.026 0.026 0.026
0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702
Page 87 of 133
DETAIL REPORT FOR F5 ALLOWABLE BEAM SHEAR STRESS - X DIRECTION - FACTORED LOAD COMBINATION 1 AT A CRITICAL SECTION Concrete comp strength = Approx effective depth = Footing width = Footing thickness = Shear strength reduction factor = Critical section location = Footing steel area = Footing steel ratio percent = Reinft partial safety factor = Allowable shear stress =
fc' = 40 N/sq mm d= 200 mm Lz = 1 m Df = 0.3 m f= 0.8 l= 0.1 m As = 1018 sq mm Rw = 100*As/bvd = 0.509 Ym = 1.25 0.79*((100*As/bv*d)^(1/3))*((400/d)^(1/4))*((fc'/25)^(1/3))/Ym 0.702 N/sq mm = fvc =
Note: Allowable shear stress with enhancement may apply depending on the shear section location.
Page 88 of 133
Dimensional Solutions Mat3D Foundation Name Designed By:
Version F6 LITWIN PEL
5.8.0
Engineer
MCA
Date Time Checker
9/11/2012 10:07:56 AM VBE
Filename:
DETAIL REPORT FOR F6 PROJECT INFORMATION Project Name: Project Number: Client: Project Location Foundation Description
DESIGN CODE
PWRI UPGRADE AT BAB CL-5, CL-15, CL-16 P11452 ADCO ABU DHABI F6
BSI 8110 - 1997
INPUT UNITS
SI
CONCRETE PARAMETERS: Compressive Strength (N/sq mm) Unit Weight (kN/cu m) Pier Concrete Cover - X Dir (mm) Pier Concrete Cover - Z Dir (mm) Footing Side Concrete Cover - X Dir (mm) Footing Side Concrete Cover - Z Dir (mm) Footing Top Concrete Cover (mm) Footing Bottom Concrete Cover - X Dir (mm)
OUTPUT UNITS
REINFORCING STEEL PARAMETERS: 40 24 75 75 75 75 75 75
Yield Strength (N/sq mm) Unit Weight (kN/cu m) Modulus of Elasticity (kN/sq mm) Pier Min Rebar Spacing (mm) Footing Min Rebar Spacing (mm) Footing Max Rebar Spacing (mm)
SOIL PARAMETERS:
REBAR PARAMETERS:
Unit Weight (kN/cu m) 18 Allowable Net Bearing Capacity (kN/sq m) 150 Bearing Capacity Method Linear Soil Pressure Soil Type Granular ive Pressure Coefficient Kp 3 Soil To Concrete Friction f 0.3 Allowable Increase in Soil Pressure due to Short Term Loads (%) Wind 0 Earthquake 0 Test Min Stability Ratio 1.5 Safety Factor against Lateral Forces 1.5
Max Long Bar Size Min Long Bar Size Max Tie Bar Size Min Tie Bar Size Max Ftg Bar Size Min Ftg Bar Size Temp & Shrinkage Steel Ratio
MINIMUM FOUNDATION CRITERIA: Depth of Footing Below Grade (mm) Minimum Soil Cover (mm) Grade Elevation (mm)
SI
460 78 200 100 100 300
20 16 12 10 25 10 0.0018
0
BUOYANCY CRITERIA: 1000 700 100
Consider Buoyancy: Consider soil for buoyancy: Water table below grade (mm)
No No 3000
Page 89 of 133
DETAIL REPORT FOR F6 APPLIED LOADS P1 Load Case
1 - Dead 2 - DL 3 - LL 4 - PE 5 - PO 6 - PT 7 - FLT 8 - FLL 9 - WLX 10 - WLZ 11 - EQX 12 - EQZ
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 9.81 22.03 9.58 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.08 6.40 0.07 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.42 -1.65 0.39 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 19.66 26.69 18.90 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 -0.46 7.88 -0.43 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 -0.04 1.41 -0.04 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
P2 Load Case
1 - Dead 2 - DL 3 - LL 4 - PE 5 - PO 6 - PT 7 - FLT 8 - FLL 9 - WLX 10 - WLZ 11 - EQX 12 - EQZ
Page 90 of 133
DETAIL REPORT FOR F6 UNFACTORED (ALLOWABLE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
1 - Dead + DL + PE 9.81 2 - Dead + DL + PE + WLX 9.81 3 - Dead + DL + PE + -1WLX 9.81 4 - Dead + DL + PE + WLZ 9.81 5 - Dead + DL + PE + -1WLZ 9.81 6 - Dead + DL + LL + PO 22.03 7 - Dead + DL + LL + PO + FLT + FLL 22.03 8 - Dead + DL + LL + PO + -1FLT + FLL 22.03 9 - Dead + DL + LL + PO + FLT + -1FLL 22.03 10 - Dead + DL + LL + PO + -1FLT + -1FLL 22.03 11 - Dead + DL + LL + PO + FLT + FLL + WLX 22.03 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 22.03 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 22.03 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 22.03 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 22.03 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 22.03 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 22.03 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 22.03 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 22.03 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 22.03 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 22.03 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 22.03 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 22.03 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 22.03 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 22.03 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 22.03 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 22.03 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 22.03 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 22.03 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX22.03 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 22.03 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 22.03 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 22.03 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX22.03 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 22.03 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 22.03 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 22.03 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 22.03 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 22.03 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 22.03 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 22.03 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ22.03 43 - Dead + DL + PT 9.58 44 - Dead + DL + PT + 0.6WLX 9.58 45 - Dead + DL + PT + -0.6WLX 9.58 46 - Dead + DL + PT + 0.6WLZ 9.58 47 - Dead + DL + PT + -0.6WLZ 9.58
0.08 0.08 0.08 0.08 0.08 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 0.07 0.07 0.07 0.07 0.07
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.42 0.42 0.42 0.42 0.42 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 0.39 0.39 0.39 0.39 0.39
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 91 of 133
DETAIL REPORT FOR F6 P2 Load Comb
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
1 - Dead + DL + PE 19.66 2 - Dead + DL + PE + WLX 19.66 3 - Dead + DL + PE + -1WLX 19.66 4 - Dead + DL + PE + WLZ 19.66 5 - Dead + DL + PE + -1WLZ 19.66 6 - Dead + DL + LL + PO 26.69 7 - Dead + DL + LL + PO + FLT + FLL 26.69 8 - Dead + DL + LL + PO + -1FLT + FLL 26.69 9 - Dead + DL + LL + PO + FLT + -1FLL 26.69 10 - Dead + DL + LL + PO + -1FLT + -1FLL 26.69 11 - Dead + DL + LL + PO + FLT + FLL + WLX 26.69 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 26.69 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 26.69 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 26.69 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 26.69 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 26.69 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 26.69 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 26.69 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 26.69 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 26.69 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 26.69 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 26.69 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 26.69 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 26.69 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 26.69 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 26.69 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 26.69 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 26.69 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 26.69 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX26.69 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 26.69 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 26.69 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 26.69 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX26.69 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 26.69 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 26.69 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 26.69 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 26.69 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 26.69 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 26.69 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 26.69 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ26.69 43 - Dead + DL + PT 18.90 44 - Dead + DL + PT + 0.6WLX 18.90 45 - Dead + DL + PT + -0.6WLX 18.90 46 - Dead + DL + PT + 0.6WLZ 18.90 47 - Dead + DL + PT + -0.6WLZ 18.90
-0.46 -0.46 -0.46 -0.46 -0.46 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 -0.43 -0.43 -0.43 -0.43 -0.43
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
-0.04 -0.04 -0.04 -0.04 -0.04 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 -0.04 -0.04 -0.04 -0.04 -0.04
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 92 of 133
DETAIL REPORT FOR F6 FACTORED (ULTIMATE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
1 - 1.4Dead + 1.4DL + 1.4PE 13.73 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 13.73 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 13.73 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 13.73 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 13.73 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 30.84 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 30.84 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 30.84 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 30.84 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 30.84 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL26.44 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL26.44 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL26.44 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 26.44 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL26.44 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL26.44 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL26.44 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 26.44 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL26.44 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL26.44 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL26.44 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 26.44 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL26.44 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL26.44 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL26.44 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 26.44 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 26.44 EQX 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +26.44 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +26.44 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 26.44 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 26.44 -1EQX 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +26.44 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +26.44 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 26.44 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 26.44 EQZ 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +26.44 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +26.44 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 26.44 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 26.44 -1EQZ 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +26.44 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +26.44 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 26.44 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 13.41 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 11.50 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 11.50 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 11.50 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 11.50
0.11 0.11 0.11 0.11 0.11 8.96 8.96 8.96 8.96 8.96 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 0.10 0.09 0.09 0.09 0.09
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.58 0.58 0.58 0.58 0.58 -2.31 -2.31 -2.31 -2.31 -2.31 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 0.55 0.47 0.47 0.47 0.47
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 93 of 133
DETAIL REPORT FOR F6 P2 Load Comb
Axial (kN)
Shear X (kN)
1 - 1.4Dead + 1.4DL + 1.4PE 27.53 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 27.53 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 27.53 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 27.53 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 27.53 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 37.36 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 37.36 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 37.36 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 37.36 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 37.36 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL32.03 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL32.03 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL32.03 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 32.03 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL32.03 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL32.03 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL32.03 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 32.03 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL32.03 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL32.03 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL32.03 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 32.03 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL32.03 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL32.03 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL32.03 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 32.03 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 32.03 EQX 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +32.03 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +32.03 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 32.03 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 32.03 -1EQX 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +32.03 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +32.03 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 32.03 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 32.03 EQZ 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +32.03 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +32.03 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 32.03 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 32.03 -1EQZ 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +32.03 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +32.03 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 32.03 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 26.46 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 22.68 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 22.68 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 22.68 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 22.68
-0.64 -0.64 -0.64 -0.64 -0.64 11.03 11.03 11.03 11.03 11.03 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 -0.60 -0.52 -0.52 -0.52 -0.52
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
-0.05 -0.05 -0.05 -0.05 -0.05 1.97 1.97 1.97 1.97 1.97 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 -0.05 -0.04 -0.04 -0.04 -0.04
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 94 of 133
DETAIL REPORT FOR F6 BEARING CAPACITY - LINEAR SOIL PRESSURE METHOD Load Comb
Max Pressure (kN/sq m)
All Pressure (kN/sq m)
Ecc Z Dir (cm)
Ecc X Dir (cm)
Moment Z axis (kN-m)
Moment X axis (kN-m)
1 - Dead + DL + PE 51.44 2 - Dead + DL + PE + WLX 51.44 3 - Dead + DL + PE + -1WLX 51.44 4 - Dead + DL + PE + WLZ 51.44 5 - Dead + DL + PE + -1WLZ 51.44 6 - Dead + DL + LL + PO 98.45 7 - Dead + DL + LL + PO + FLT + FLL 98.45 8 - Dead + DL + LL + PO + -1FLT + FLL 98.45 9 - Dead + DL + LL + PO + FLT + -1FLL 98.45 10 - Dead + DL + LL + PO + -1FLT + -1FLL 98.45 11 - Dead + DL + LL + PO + FLT + FLL + WLX 98.45 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 98.45 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 98.45 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 98.45 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 98.45 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 98.45 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 98.45 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 98.45 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 98.45 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 98.45 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 98.45 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 98.45 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 98.45 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 98.45 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 98.45 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 98.45 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 98.45 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 98.45 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 98.45 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX98.45 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 98.45 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 98.45 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 98.45 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX98.45 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 98.45 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 98.45 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 98.45 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 98.45 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 98.45 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 98.45 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 98.45 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ98.45 43 - Dead + DL + PT 50.26 44 - Dead + DL + PT + 0.6WLX 50.26 45 - Dead + DL + PT + -0.6WLX 50.26 46 - Dead + DL + PT + 0.6WLZ 50.26 47 - Dead + DL + PT + -0.6WLZ 50.26
168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00
0.72 0.72 0.72 0.72 0.72 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.69 0.69 0.69 0.69 0.69
4.65 4.65 4.65 4.65 4.65 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 4.46 4.46 4.46 4.46 4.46
2.92 2.92 2.92 2.92 2.92 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 2.76 2.76 2.76 2.76 2.76
0.45 0.45 0.45 0.45 0.45 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.43 0.43 0.43 0.43 0.43
Rem
Page 95 of 133
DETAIL REPORT FOR F6 STABILITY RATIO / SLIDING SAFETY FACTOR Load Comb
S.R. Z Dir
S.R. X Dir
All S.R.
Sliding FS - Z
Sliding FS - X
All FS
1 - Dead + DL + PE 62.96 2 - Dead + DL + PE + WLX 62.96 3 - Dead + DL + PE + -1WLX 62.96 4 - Dead + DL + PE + WLZ 62.96 5 - Dead + DL + PE + -1WLZ 62.96 6 - Dead + DL + LL + PO 21.59 7 - Dead + DL + LL + PO + FLT + FLL 21.59 8 - Dead + DL + LL + PO + -1FLT + FLL 21.59 9 - Dead + DL + LL + PO + FLT + -1FLL 21.59 10 - Dead + DL + LL + PO + -1FLT + -1FLL 21.59 11 - Dead + DL + LL + PO + FLT + FLL + WLX 21.59 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 21.59 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 21.59 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 21.59 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 21.59 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 21.59 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 21.59 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 21.59 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 21.59 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 21.59 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 21.59 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 21.59 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 21.59 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 21.59 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 21.59 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 21.59 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 21.59 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 21.59 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 21.59 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX21.59 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 21.59 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 21.59 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 21.59 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX21.59 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 21.59 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 21.59 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 21.59 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 21.59 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 21.59 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 21.59 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 21.59 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ21.59 43 - Dead + DL + PT 65.60 44 - Dead + DL + PT + 0.6WLX 65.60 45 - Dead + DL + PT + -0.6WLX 65.60 46 - Dead + DL + PT + 0.6WLZ 65.60 47 - Dead + DL + PT + -0.6WLZ 65.60
81.34 81.34 81.34 81.34 81.34 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 85.46 85.46 85.46 85.46 85.46
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00
85.79 85.79 85.79 85.79 85.79 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 90.74 90.74 90.74 90.74 90.74
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
Remarks
Page 96 of 133
DETAIL REPORT FOR F6 FOOTING DESIGN INFORMATION X Dim (mm) Z Dim (mm) Thickness (mm)
1500.00 1000.00 300.00
Top Steel Governing Combination
47. 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 47. 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ
No of Bars
6 10
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
Moment (kN m/m)
12 12
150 150
6.79 7.54
0 0
0 0
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
(kN m/m)
12 12
150 150
6.79 7.54
5.4 5.4
6 2
Rem
Direction
X Z
Bottom Steel Governing Combination
No of Bars
10. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 6 10. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 10
PUNCHING SHEAR P1 Control Comb
Net Ult Load (kN)
Punch. Stress (N/sq mm)
All Stress (N/sq mm)
0.00
0.00
0.61
Net Ult Load (kN)
Punch. Stress (N/sq mm)
All Stress (N/sq mm)
10. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL7.40
0.03
0.61
47. 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ
P2 Control Comb
Rem
Moment
Direction
X Z
Page 97 of 133
DETAIL REPORT FOR F6 MAXIMUM SHEAR - X DIRECTION Load Comb
Left Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 0.55 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.55 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.55 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.55 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.55 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.55 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.55 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.55 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.55 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.55 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.55 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.55 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.55 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.55 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.55 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.55 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.55 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.55 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.55 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.55 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.55 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.55 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.55 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.55 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.55 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.55 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 0.55 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.55 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.55 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.55 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 0.55 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.55 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.55 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.55 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 0.55 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.55 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.55 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.55 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 0.55 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.55 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.55 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.55 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 0.55 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.55 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.55 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.55 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.55
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
-10.22 -10.22 -10.22 -10.22 -10.22 -34.74 -34.74 -34.74 -34.74 -34.74 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -9.87 -8.46 -8.46 -8.46 -8.46
0.05 0.05 0.05 0.05 0.05 0.17 0.17 0.17 0.17 0.17 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.05 0.04 0.04 0.04 0.04
0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61
Rem
Page 98 of 133
DETAIL REPORT FOR F6 MAXIMUM SHEAR - Z DIRECTION Load Comb
Bottom Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 0.90 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.90 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.90 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.90 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.90 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.10 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.10 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.10 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.10 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.10 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.10 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.10 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.10 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.10 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.10 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.10 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.10 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.10 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.10 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.10 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.10 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.10 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.10 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.10 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.10 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.10 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 0.10 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.10 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.10 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.10 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 0.10 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.10 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.10 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.10 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 0.10 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.10 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.10 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.10 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 0.10 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.10 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.10 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.10 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 0.90 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.90 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.90 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.90 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.90
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
-5.68 -5.68 -5.68 -5.68 -5.68 8.25 8.25 8.25 8.25 8.25 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 -5.52 -4.73 -4.73 -4.73 -4.73
0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02
0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64
Rem
Page 99 of 133
DETAIL REPORT FOR F6 PIER/BASE PLATE DESIGN INFORMATION X Dim (mm) Z Dim (mm) Height above grade (mm) X Offset (mm) Z Offset (mm) Requested Reinft. Ratio Provided Reinft. Ratio Long Bar Size (mm) Bars in X Dir Bars in Z Dir Total Long Bars Tie Bar Size (mm) Total No. of Ties Major Tie Spacing (mm)
P1 500.00 400.00 200.00 1000.00 500.00 0.0018 0.0080 16 3 3 8 12 7 150
P2 500.00 400.00 200.00 500.00 500.00 0.0018 0.0080 16 3 3 8 12 7 150
Page 100 of 133
DETAIL REPORT FOR F6 PIER ULTIMATE LOAD CAPACITIES
P1 Load Comb
Axial Load (kN)
Axial Capa. (kN)
Mom X
Mom X Capa (kN m)
Mom Z
(kN m)
(kN m)
Mom Z Capa (kN m)
1 - 1.4Dead + 1.4DL + 1.4PE 19.78 3754.93 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 19.78 3754.93 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 19.78 3754.93 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 19.78 3754.93 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 19.78 3754.93 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 36.89 1152.65 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 36.89 1152.65 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 36.89 1152.65 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 36.89 1152.65 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 36.89 1152.65 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL31.62 + 1.2WLX 1152.65 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL31.62 + 1.2WLX 1152.65 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL31.62 + 1.2WLX 1152.65 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 31.62 + 1.2WLX 1152.65 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL31.62 + -1.2WLX 1152.65 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL31.62 + -1.2WLX 1152.65 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL31.62 + -1.2WLX 1152.65 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 31.62 + -1.2WLX1152.65 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL31.62 + 1.2WLZ 1152.65 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL31.62 + 1.2WLZ 1152.65 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL31.62 + 1.2WLZ 1152.65 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 31.62 + 1.2WLZ 1152.65 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL31.62 + -1.2WLZ 1152.65 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL31.62 + -1.2WLZ 1152.65 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL31.62 + -1.2WLZ 1152.65 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 31.62 + -1.2WLZ1152.65 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 31.62 EQX 1152.65 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +31.62 EQX 1152.65 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +31.62 EQX 1152.65 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 31.62 EQX 1152.65 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 31.62 -1EQX 1152.65 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +31.62 -1EQX 1152.65 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +31.62 -1EQX 1152.65 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 31.62 -1EQX 1152.65 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 31.62 EQZ 1152.65 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +31.62 EQZ 1152.65 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +31.62 EQZ 1152.65 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 31.62 EQZ 1152.65 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 31.62 -1EQZ 1152.65 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +31.62 -1EQZ 1152.65 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +31.62 -1EQZ 1152.65 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 31.62 -1EQZ 1152.65 43 - 1.4Dead + 1.4DL + 1.4PT 19.46 3754.93 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 16.68 3754.93 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 16.68 3754.93 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 16.68 3754.93 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 16.68 3754.93
0.52 0.52 0.52 0.52 0.52 2.08 2.08 2.08 2.08 2.08 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 0.50 0.42 0.42 0.42 0.42
325.95 325.95 325.95 325.95 325.95 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 315.91 315.91 315.91 315.91 315.91
0.40 0.40 0.40 0.40 0.40 8.07 8.07 8.07 8.07 8.07 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 0.39 0.33 0.33 0.33 0.33
248.61 248.61 248.61 248.61 248.61 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 250.86 250.86 250.86 250.86 250.86
Rem
Page 101 of 133
DETAIL REPORT FOR F6 P2 Load Comb
Axial Load (kN)
Axial Capa. (kN)
Mom X
Mom Z
(kN m)
Mom X Capa (kN m)
(kN m)
Mom Z Capa (kN m)
1 - 1.4Dead + 1.4DL + 1.4PE 33.58 5003.19 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 33.58 5003.19 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 33.58 5003.19 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 33.58 5003.19 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 33.58 5003.19 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 43.41 1463.31 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 43.41 1463.31 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 43.41 1463.31 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 43.41 1463.31 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 43.41 1463.31 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL37.21 + 1.2WLX 1463.31 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL37.21 + 1.2WLX 1463.31 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL37.21 + 1.2WLX 1463.31 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 37.21 + 1.2WLX 1463.31 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL37.21 + -1.2WLX 1463.31 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL37.21 + -1.2WLX 1463.31 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL37.21 + -1.2WLX 1463.31 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 37.21 + -1.2WLX1463.31 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL37.21 + 1.2WLZ 1463.31 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL37.21 + 1.2WLZ 1463.31 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL37.21 + 1.2WLZ 1463.31 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 37.21 + 1.2WLZ 1463.31 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL37.21 + -1.2WLZ 1463.31 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL37.21 + -1.2WLZ 1463.31 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL37.21 + -1.2WLZ 1463.31 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 37.21 + -1.2WLZ1463.31 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 37.21 EQX 1463.31 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +37.21 EQX 1463.31 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +37.21 EQX 1463.31 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 37.21 EQX 1463.31 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 37.21 -1EQX 1463.31 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +37.21 -1EQX 1463.31 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +37.21 -1EQX 1463.31 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 37.21 -1EQX 1463.31 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 37.21 EQZ 1463.31 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +37.21 EQZ 1463.31 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +37.21 EQZ 1463.31 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 37.21 EQZ 1463.31 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 37.21 -1EQZ 1463.31 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +37.21 -1EQZ 1463.31 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +37.21 -1EQZ 1463.31 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 37.21 -1EQZ 1463.31 43 - 1.4Dead + 1.4DL + 1.4PT 32.51 5003.19 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 27.87 5003.19 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 27.87 5003.19 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 27.87 5003.19 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 27.87 5003.19
0.67 0.67 0.67 0.67 0.67 1.77 1.77 1.77 1.77 1.77 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 0.65 0.56 0.56 0.56 0.56
289.80 289.80 289.80 289.80 289.80 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 289.80 289.80 289.80 289.80 289.80
0.67 0.67 0.67 0.67 0.67 9.93 9.93 9.93 9.93 9.93 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 0.65 0.56 0.56 0.56 0.56
292.94 292.94 292.94 292.94 292.94 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 292.94 292.94 292.94 292.94 292.94
Rem
Page 102 of 133
DETAIL REPORT FOR F6
Page 103 of 133
DETAIL REPORT FOR F6 SELF WEIGHTS AND APPLIED EXTERNAL LOAD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Load Elem Weight kN
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
8.64 WLX 8.64 -1WLX 8.64 WLZ 8.64 -1WLZ 8.64 PO 8.64 PO + FLT + FLL 8.64 PO + -1FLT + FLL 8.64 PO + FLT + -1FLL 8.64 PO + -1FLT + -1FLL 8.64 PO + FLT + FLL + WLX 8.64 PO + -1FLT + FLL + WLX 8.64 PO + FLT + -1FLL + WLX 8.64 PO + -1FLT + -1FLL + WLX 8.64 PO + FLT + FLL + -1WLX 8.64 PO + -1FLT + FLL + -1WLX 8.64 PO + FLT + -1FLL + -1WLX 8.64 PO + -1FLT + -1FLL + -1WLX 8.64 PO + FLT + FLL + WLZ 8.64 PO + -1FLT + FLL + WLZ8.64 PO + FLT + -1FLL + WLZ8.64 PO + -1FLT + -1FLL + WLZ 8.64 PO + FLT + FLL + -1WLZ8.64 PO + -1FLT + FLL + -1WLZ 8.64 PO + FLT + -1FLL + -1WLZ 8.64 PO + -1FLT + -1FLL + -1WLZ 8.64 PO + FLT + FLL + 0.715EQX 8.64 PO + -1FLT + FLL + 0.715EQX 8.64 PO + FLT + -1FLL + 0.715EQX 8.64 PO + -1FLT + -1FLL + 0.715EQX 8.64 PO + FLT + FLL + -0.715EQX 8.64 PO + -1FLT + FLL + -0.715EQX 8.64 PO + FLT + -1FLL + -0.715EQX 8.64 PO + -1FLT + -1FLL + -0.715EQX 8.64 PO + FLT + FLL + 0.715EQZ 8.64 PO + -1FLT + FLL + 0.715EQZ 8.64 PO + FLT + -1FLL + 0.715EQZ 8.64 PO + -1FLT + -1FLL + 0.715EQZ 8.64 PO + FLT + FLL + -0.715EQZ 8.64 PO + -1FLT + FLL + -0.715EQZ 8.64 PO + FLT + -1FLL + -0.715EQZ 8.64 PO + -1FLT + -1FLL + -0.715EQZ 8.64 8.64 0.6WLX 8.64 -0.6WLX 8.64 0.6WLZ 8.64 -0.6WLZ 8.64
Soil Weight kN
Mat Weight kN
App Axial Load kN
Tot Axial Load kN
Buoyant Load kN
13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86
10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8
29.47 29.47 29.47 29.47 29.47 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 28.48 28.48 28.48 28.48 28.48
62.77 62.77 62.77 62.77 62.77 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 61.78 61.78 61.78 61.78 61.78
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page 104 of 133
DETAIL REPORT FOR F6 SOIL BEARING RESULTS - LINEAR SOIL PRESSURE METHOD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Max Bearing kN/sq m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
51.443 WLX 51.443 -1WLX 51.443 WLZ 51.443 -1WLZ 51.443 PO 98.447 PO + FLT + FLL 98.447 PO + -1FLT + FLL 98.447 PO + FLT + -1FLL 98.447 PO + -1FLT + -1FLL 98.447 PO + FLT + FLL + WLX 98.447 PO + -1FLT + FLL + WLX 98.447 PO + FLT + -1FLL + WLX 98.447 PO + -1FLT + -1FLL + 98.447 WLX PO + FLT + FLL + -1WLX 98.447 PO + -1FLT + FLL + -1WLX 98.447 PO + FLT + -1FLL + -1WLX 98.447 PO + -1FLT + -1FLL + 98.447 -1WLX PO + FLT + FLL + WLZ 98.447 PO + -1FLT + FLL + WLZ 98.447 PO + FLT + -1FLL + WLZ 98.447 PO + -1FLT + -1FLL + 98.447 WLZ PO + FLT + FLL + -1WLZ 98.447 PO + -1FLT + FLL + -1WLZ 98.447 PO + FLT + -1FLL + -1WLZ 98.447 PO + -1FLT + -1FLL + 98.447 -1WLZ PO + FLT + FLL + 0.715EQX 98.447 PO + -1FLT + FLL + 0.715EQX 98.447 PO + FLT + -1FLL + 0.715EQX 98.447 PO + -1FLT + -1FLL + 98.447 0.715EQX PO + FLT + FLL + -0.715EQX 98.447 PO + -1FLT + FLL + -0.715EQX 98.447 PO + FLT + -1FLL + -0.715EQX 98.447 PO + -1FLT + -1FLL + 98.447 -0.715EQX PO + FLT + FLL + 0.715EQZ 98.447 PO + -1FLT + FLL + 0.715EQZ 98.447 PO + FLT + -1FLL + 0.715EQZ 98.447 PO + -1FLT + -1FLL + 98.447 0.715EQZ PO + FLT + FLL + -0.715EQZ 98.447 PO + -1FLT + FLL + -0.715EQZ 98.447 PO + FLT + -1FLL + -0.715EQZ 98.447 PO + -1FLT + -1FLL + 98.447 -0.715EQZ 50.257 0.6WLX 50.257 -0.6WLX 50.257 0.6WLZ 50.257 -0.6WLZ 50.257
Min Bearing kN/sq m
X Comp Len m
Z Comp Len m
Area in Comp sq m
% in Comp
32.25 32.25 32.25 32.25 32.25 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 32.121 32.121 32.121 32.121 32.121
4.955 4.955 4.955 4.955 4.955 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 5.125 5.125 5.125 5.125 5.125
14.214 14.214 14.214 14.214 14.214 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 14.664 14.664 14.664 14.664 14.664
1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5
100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
BEARING PRESSURE CALCULATION FOR UNFACTORED LOAD COMBINATION 42 Eccentricity condition: Eccentricity - Z direction = Eccentricity - X direction = Total Axial Load = Footing length = Footing width = Mat Area A = Soil overburden = Gross bearing pressure = Net soil bearing =
Biaxial eccentricity Ecc,z = Ecc,x = P= Lx = Lz = Lx * Lz = S= Gbp = Solved by trial and error method Nbp = Gbp - S =
3.555 194.776 82.02 1.5 1 1.5 18 98.447 80.447
mm mm kN m m sq m kN/sq m kN/sq m kN/sq m
Page 105 of 133
DETAIL REPORT FOR F6 STABILITY RATIO CALCULATIONS No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Overturn Mom - X kNm
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
0.55 WLX 0.55 -1WLX 0.55 WLZ 0.55 -1WLZ 0.55 PO 17.14 PO + FLT + FLL 17.14 PO + -1FLT + FLL 17.14 PO + FLT + -1FLL 17.14 PO + -1FLT + -1FLL 17.14 PO + FLT + FLL + WLX17.14 PO + -1FLT + FLL + WLX 17.14 PO + FLT + -1FLL + WLX 17.14 PO + -1FLT + -1FLL + WLX 17.14 PO + FLT + FLL + -1WLX 17.14 PO + -1FLT + FLL + -1WLX 17.14 PO + FLT + -1FLL + -1WLX 17.14 PO + -1FLT + -1FLL + -1WLX 17.14 PO + FLT + FLL + WLZ17.14 PO + -1FLT + FLL + WLZ 17.14 PO + FLT + -1FLL + WLZ 17.14 PO + -1FLT + -1FLL + WLZ 17.14 PO + FLT + FLL + -1WLZ 17.14 PO + -1FLT + FLL + -1WLZ 17.14 PO + FLT + -1FLL + -1WLZ 17.14 PO + -1FLT + -1FLL + -1WLZ 17.14 PO + FLT + FLL + 0.715EQX 17.14 PO + -1FLT + FLL + 0.715EQX 17.14 PO + FLT + -1FLL + 0.715EQX 17.14 PO + -1FLT + -1FLL + 0.715EQX 17.14 PO + FLT + FLL + -0.715EQX 17.14 PO + -1FLT + FLL + -0.715EQX 17.14 PO + FLT + -1FLL + -0.715EQX 17.14 PO + -1FLT + -1FLL + -0.715EQX 17.14 PO + FLT + FLL + 0.715EQZ 17.14 PO + -1FLT + FLL + 0.715EQZ 17.14 PO + FLT + -1FLL + 0.715EQZ 17.14 PO + -1FLT + -1FLL + 0.715EQZ 17.14 PO + FLT + FLL + -0.715EQZ 17.14 PO + -1FLT + FLL + -0.715EQZ 17.14 PO + FLT + -1FLL + -0.715EQZ 17.14 PO + -1FLT + -1FLL + -0.715EQZ 17.14 0.516 0.6WLX 0.516 -0.6WLX 0.516 0.6WLZ 0.516 -0.6WLZ 0.516
Resist Mom - X kNm
SRx
Overturn Mom - Z kNm
Resist Mom - Z kNm
SRz
44.707 44.707 44.707 44.707 44.707 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 44.095 44.095 44.095 44.095 44.095
81.345 81.345 81.345 81.345 81.345 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 85.456 85.456 85.456 85.456 85.456
0.499 0.499 0.499 0.499 0.499 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 0.472 0.472 0.472 0.472 0.472
31.432 31.432 31.432 31.432 31.432 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 30.935 30.935 30.935 30.935 30.935
62.964 62.964 62.964 62.964 62.964 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 65.595 65.595 65.595 65.595 65.595
Note: Stability ratio values greater than 100 are displayed as 100.
Page 106 of 133
DETAIL REPORT FOR F6 SLIDING RESISTANCE CALCULATION - X DIRECTION - UNFACTORED LOAD COMBINATION 42 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lz = Lx = h= h1 = Y= Yh1 =
p2 =
Y(h + h1) =
R1 =
0.5*Lz*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
R2 = R3 = R= FS,slid =
1 1.5 0.3 0.7 18 12.6
m m m m kN/cu m kN/sq m
18
kN/sq m
4.59 3 0.3 82.02 13.77 24.606 38.376 14.283 2.687
kN
kN kN kN kN kN
Note: Sliding factor of safety value greater than 100 is displayed as 100.
SLIDING RESISTANCE CALCULATION - Z DIRECTION - UNFACTORED LOAD COMBINATION 42 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lx = Lz = h= h1 = Y= Yh1 =
p2 =
Y(h + h1) =
R1 =
0.5*Lx*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
R2 = R3 = R= FS,slid =
1.5 1 0.3 0.7 18 12.6
m m m m kN/cu m kN/sq m
18
kN/sq m
6.885 3 0.3 82.02 20.655 24.606 45.261 0.243 100
kN
Note: Sliding factor of safety value greater than 100 is displayed as 100.
FACTORED LOADS - SOIL BEARING VALUES No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Max X Bearing kN/sq m
Min X Bearing kN/sq m
1.4PE 69.487 47.684 1.4PE + 1.4WLX 69.487 47.684 1.4PE + -1.4WLX 69.487 47.684 1.4PE + 1.4WLZ 69.487 47.684 1.4PE + -1.4WLZ 69.487 47.684 1.6LL + 1.4PO 136.192 16.91 1.6LL + 1.4PO + 1.6FLT 136.192 + 1.6FLL 16.91 1.6LL + 1.4PO + -1.6FLT 136.192 + 1.6FLL 16.91 1.6LL + 1.4PO + 1.6FLT 136.192 + -1.6FLL 16.91 1.6LL + 1.4PO + -1.6FLT 136.192 + -1.6FLL 16.91 1.2LL + 1.2PO + 1.2FLT 116.736 + 1.2FLL + 1.2WLX 14.494 1.2LL + 1.2PO + -1.2FLT 116.736 + 1.2FLL + 1.2WLX 14.494 1.2LL + 1.2PO + 1.2FLT 116.736 + -1.2FLL + 1.2WLX 14.494 1.2LL + 1.2PO + -1.2FLT 116.736 + -1.2FLL + 14.494 1.2WLX 1.2LL + 1.2PO + 1.2FLT 116.736 + 1.2FLL + -1.2WLX 14.494 1.2LL + 1.2PO + -1.2FLT 116.736 + 1.2FLL + -1.2WLX 14.494 1.2LL + 1.2PO + 1.2FLT 116.736 + -1.2FLL + -1.2WLX 14.494 1.2LL + 1.2PO + -1.2FLT 116.736 + -1.2FLL + 14.494 -1.2WLX 1.2LL + 1.2PO + 1.2FLT 116.736 + 1.2FLL + 1.2WLZ 14.494 1.2LL + 1.2PO + -1.2FLT 116.736 + 1.2FLL + 1.2WLZ 14.494 1.2LL + 1.2PO + 1.2FLT 116.736 + -1.2FLL + 1.2WLZ 14.494 1.2LL + 1.2PO + -1.2FLT 116.736 + -1.2FLL + 14.494 1.2WLZ 1.2LL + 1.2PO + 1.2FLT 116.736 + 1.2FLL + -1.2WLZ 14.494 1.2LL + 1.2PO + -1.2FLT 116.736 + 1.2FLL + -1.2WLZ 14.494 1.2LL + 1.2PO + 1.2FLT 116.736 + -1.2FLL + -1.2WLZ 14.494 1.2LL + 1.2PO + -1.2FLT 116.736 + -1.2FLL + 14.494 -1.2WLZ LL + 1.2PO + 1.2FLT + 116.736 1.2FLL + EQX14.494 LL + 1.2PO + -1.2FLT 116.736 + 1.2FLL + EQX 14.494 LL + 1.2PO + 1.2FLT + 116.736 -1.2FLL + EQX 14.494
Max Z Bearing kN/sq m
Min Z Bearing kN/sq m
61.119 61.119 61.119 61.119 61.119 78.184 78.184 78.184 78.184 78.184 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015
56.052 56.052 56.052 56.052 56.052 74.918 74.918 74.918 74.918 74.918 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216
kN kN kN kN kN
Page 107 of 133
DETAIL REPORT FOR F6 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + +
LL + 1.2PO + -1.2FLT 116.736 + -1.2FLL + EQX 14.494 LL + 1.2PO + 1.2FLT + 116.736 1.2FLL + -1EQX 14.494 LL + 1.2PO + -1.2FLT 116.736 + 1.2FLL + -1EQX 14.494 LL + 1.2PO + 1.2FLT + 116.736 -1.2FLL + -1EQX 14.494 LL + 1.2PO + -1.2FLT 116.736 + -1.2FLL + -1EQX 14.494 LL + 1.2PO + 1.2FLT + 116.736 1.2FLL + EQZ14.494 LL + 1.2PO + -1.2FLT 116.736 + 1.2FLL + EQZ 14.494 LL + 1.2PO + 1.2FLT + 116.736 -1.2FLL + EQZ 14.494 LL + 1.2PO + -1.2FLT 116.736 + -1.2FLL + EQZ 14.494 LL + 1.2PO + 1.2FLT + 116.736 1.2FLL + -1EQZ 14.494 LL + 1.2PO + -1.2FLT 116.736 + 1.2FLL + -1EQZ 14.494 LL + 1.2PO + 1.2FLT + 116.736 -1.2FLL + -1EQZ 14.494 LL + 1.2PO + -1.2FLT 116.736 + -1.2FLL + -1EQZ 14.494 1.4PT 67.96 47.368 1.2PT + 0.72WLX 58.252 40.601 1.2PT + -0.72WLX 58.252 40.601 1.2PT + 0.72WLZ 58.252 40.601 1.2PT + -0.72WLZ 58.252 40.601
67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 60.063 51.483 51.483 51.483 51.483
64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 55.265 47.37 47.37 47.37 47.37
Page 108 of 133
DETAIL REPORT FOR F6 BEAM SHEAR STRESS - X DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Shear Crit Sect kN
Shear Stress N/sq mm
1.4PE 0.55 -10.216 0.051 1.4PE + 1.4WLX 0.55 -10.216 0.051 1.4PE + -1.4WLX 0.55 -10.216 0.051 1.4PE + 1.4WLZ 0.55 -10.216 0.051 1.4PE + -1.4WLZ 0.55 -10.216 0.051 1.6LL + 1.4PO 0.55 -34.742 0.174 1.6LL + 1.4PO 0.55 + 1.6FLT -34.742 + 1.6FLL 0.174 1.6LL + 1.4PO 0.55 + -1.6FLT -34.742 + 1.6FLL 0.174 1.6LL + 1.4PO 0.55 + 1.6FLT -34.742 + -1.6FLL 0.174 1.6LL + 1.4PO 0.55 + -1.6FLT -34.742 + -1.6FLL 0.174 1.2LL + 1.2PO 0.55 + 1.2FLT -29.779 + 1.2FLL + 1.2WLX 0.149 1.2LL + 1.2PO 0.55 + -1.2FLT -29.779 + 1.2FLL + 1.2WLX 0.149 1.2LL + 1.2PO 0.55 + 1.2FLT -29.779 + -1.2FLL + 1.2WLX 0.149 1.2LL + 1.2PO 0.55 + -1.2FLT -29.779 + -1.2FLL + 1.2WLX 0.149 1.2LL + 1.2PO 0.55 + 1.2FLT -29.779 + 1.2FLL + -1.2WLX 0.149 1.2LL + 1.2PO 0.55 + -1.2FLT -29.779 + 1.2FLL + -1.2WLX 0.149 1.2LL + 1.2PO 0.55 + 1.2FLT -29.779 + -1.2FLL + -1.2WLX 0.149 1.2LL + 1.2PO 0.55 + -1.2FLT -29.779 + -1.2FLL + -1.2WLX 0.149 1.2LL + 1.2PO 0.55 + 1.2FLT -29.779 + 1.2FLL + 1.2WLZ 0.149 1.2LL + 1.2PO 0.55 + -1.2FLT -29.779 + 1.2FLL + 1.2WLZ 0.149 1.2LL + 1.2PO 0.55 + 1.2FLT -29.779 + -1.2FLL + 1.2WLZ 0.149 1.2LL + 1.2PO 0.55 + -1.2FLT -29.779 + -1.2FLL + 1.2WLZ 0.149 1.2LL + 1.2PO 0.55 + 1.2FLT -29.779 + 1.2FLL + -1.2WLZ 0.149 1.2LL + 1.2PO 0.55 + -1.2FLT -29.779 + 1.2FLL + -1.2WLZ 0.149 1.2LL + 1.2PO 0.55 + 1.2FLT -29.779 + -1.2FLL + -1.2WLZ 0.149 1.2LL + 1.2PO 0.55 + -1.2FLT -29.779 + -1.2FLL + -1.2WLZ 0.149 LL + 1.2PO + 0.55 1.2FLT +-29.779 1.2FLL + EQX 0.149 LL + 1.2PO + 0.55 -1.2FLT -29.779 + 1.2FLL + EQX0.149 LL + 1.2PO + 0.55 1.2FLT +-29.779 -1.2FLL + EQX0.149 LL + 1.2PO + 0.55 -1.2FLT -29.779 + -1.2FLL + EQX0.149 LL + 1.2PO + 0.55 1.2FLT +-29.779 1.2FLL + -1EQX 0.149 LL + 1.2PO + 0.55 -1.2FLT -29.779 + 1.2FLL + -1EQX 0.149 LL + 1.2PO + 0.55 1.2FLT +-29.779 -1.2FLL + -1EQX 0.149 LL + 1.2PO + 0.55 -1.2FLT -29.779 + -1.2FLL + -1EQX 0.149 LL + 1.2PO + 0.55 1.2FLT +-29.779 1.2FLL + EQZ 0.149 LL + 1.2PO + 0.55 -1.2FLT -29.779 + 1.2FLL + EQZ0.149 LL + 1.2PO + 0.55 1.2FLT +-29.779 -1.2FLL + EQZ0.149 LL + 1.2PO + 0.55 -1.2FLT -29.779 + -1.2FLL + EQZ0.149 LL + 1.2PO + 0.55 1.2FLT +-29.779 1.2FLL + -1EQZ 0.149 LL + 1.2PO + 0.55 -1.2FLT -29.779 + 1.2FLL + -1EQZ 0.149 LL + 1.2PO + 0.55 1.2FLT +-29.779 -1.2FLL + -1EQZ 0.149 LL + 1.2PO + 0.55 -1.2FLT -29.779 + -1.2FLL + -1EQZ 0.149 1.4PT 0.55 -9.869 0.049 1.2PT + 0.72WLX 0.55 -8.459 0.042 1.2PT + -0.72WLX 0.55 -8.459 0.042 1.2PT + 0.72WLZ 0.55 -8.459 0.042 1.2PT + -0.72WLZ 0.55 -8.459 0.042
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613
0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55
-10.216 -10.216 -10.216 -10.216 -10.216 -34.742 -34.742 -34.742 -34.742 -34.742 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -9.869 -8.459 -8.459 -8.459 -8.459
0.051 0.051 0.051 0.051 0.051 0.174 0.174 0.174 0.174 0.174 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.049 0.042 0.042 0.042 0.042
0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
0.9 0.9 0.9 0.9 0.9 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
-5.677 -5.677 -5.677 -5.677 -5.677 8.251 8.251 8.251 8.251 8.251 7.072 7.072 7.072 7.072 7.072 7.072 7.072
0.019 0.019 0.019 0.019 0.019 0.028 0.028 0.028 0.028 0.028 0.024 0.024 0.024 0.024 0.024 0.024 0.024
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
BEAM SHEAR STRESS - Z DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + +
1.4PE 1.4PE 1.4PE 1.4PE 1.4PE 1.6LL 1.6LL 1.6LL 1.6LL 1.6LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL
+ + + + + + + + + + + + + + + +
0.9 1.4WLX 0.9 -1.4WLX 0.9 1.4WLZ 0.9 -1.4WLZ 0.9 1.4PO0.1 1.4PO0.1 + 1.4PO0.1 + 1.4PO0.1 + 1.4PO0.1 + 1.2PO0.1 + 1.2PO0.1 + 1.2PO0.1 + 1.2PO0.1 + 1.2PO0.1 + 1.2PO0.1 + 1.2PO0.1 +
Shear Crit Sect kN
Shear Stress N/sq mm
-5.677 0.019 -5.677 0.019 -5.677 0.019 -5.677 0.019 -5.677 0.019 8.251 0.028 1.6FLT 8.251 + 1.6FLL 0.028 -1.6FLT8.251 + 1.6FLL 0.028 1.6FLT 8.251 + -1.6FLL 0.028 -1.6FLT8.251 + -1.6FLL 0.028 1.2FLT 7.072 + 1.2FLL + 1.2WLX 0.024 -1.2FLT7.072 + 1.2FLL + 1.2WLX 0.024 1.2FLT 7.072 + -1.2FLL + 1.2WLX 0.024 -1.2FLT7.072 + -1.2FLL + 1.2WLX 0.024 1.2FLT 7.072 + 1.2FLL + -1.2WLX 0.024 -1.2FLT7.072 + 1.2FLL + -1.2WLX 0.024 1.2FLT 7.072 + -1.2FLL + -1.2WLX 0.024
Page 109 of 133
DETAIL REPORT FOR F6 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2LL + 1.2PO0.1 + -1.2FLT7.072 + -1.2FLL + -1.2WLX 0.024 1.2LL + 1.2PO0.1 + 1.2FLT 7.072 + 1.2FLL + 1.2WLZ 0.024 1.2LL + 1.2PO0.1 + -1.2FLT7.072 + 1.2FLL + 1.2WLZ 0.024 1.2LL + 1.2PO0.1 + 1.2FLT 7.072 + -1.2FLL + 1.2WLZ 0.024 1.2LL + 1.2PO0.1 + -1.2FLT7.072 + -1.2FLL + 1.2WLZ 0.024 1.2LL + 1.2PO0.1 + 1.2FLT 7.072 + 1.2FLL + -1.2WLZ 0.024 1.2LL + 1.2PO0.1 + -1.2FLT7.072 + 1.2FLL + -1.2WLZ 0.024 1.2LL + 1.2PO0.1 + 1.2FLT 7.072 + -1.2FLL + -1.2WLZ 0.024 1.2LL + 1.2PO0.1 + -1.2FLT7.072 + -1.2FLL + -1.2WLZ 0.024 LL + 1.2PO +0.1 1.2FLT + 7.072 1.2FLL + EQX 0.024 LL + 1.2PO +0.1 -1.2FLT + 7.072 1.2FLL + EQX0.024 LL + 1.2PO +0.1 1.2FLT + 7.072 -1.2FLL + EQX0.024 LL + 1.2PO +0.1 -1.2FLT + 7.072 -1.2FLL + EQX0.024 LL + 1.2PO +0.1 1.2FLT + 7.072 1.2FLL + -1EQX 0.024 LL + 1.2PO +0.1 -1.2FLT + 7.072 1.2FLL + -1EQX 0.024 LL + 1.2PO +0.1 1.2FLT + 7.072 -1.2FLL + -1EQX 0.024 LL + 1.2PO +0.1 -1.2FLT + 7.072 -1.2FLL + -1EQX 0.024 LL + 1.2PO +0.1 1.2FLT + 7.072 1.2FLL + EQZ 0.024 LL + 1.2PO +0.1 -1.2FLT + 7.072 1.2FLL + EQZ0.024 LL + 1.2PO +0.1 1.2FLT + 7.072 -1.2FLL + EQZ0.024 LL + 1.2PO +0.1 -1.2FLT + 7.072 -1.2FLL + EQZ0.024 LL + 1.2PO +0.1 1.2FLT + 7.072 1.2FLL + -1EQZ 0.024 LL + 1.2PO +0.1 -1.2FLT + 7.072 1.2FLL + -1EQZ 0.024 LL + 1.2PO +0.1 1.2FLT + 7.072 -1.2FLL + -1EQZ 0.024 LL + 1.2PO +0.1 -1.2FLT + 7.072 -1.2FLL + -1EQZ 0.024 1.4PT 0.9 -5.521 0.018 1.2PT + 0.72WLX 0.9 -4.732 0.016 1.2PT + -0.72WLX 0.9 -4.732 0.016 1.2PT + 0.72WLZ 0.9 -4.732 0.016 1.2PT + -0.72WLZ 0.9 -4.732 0.016
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.9 0.9 0.9 0.9 0.9
7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 -5.521 -4.732 -4.732 -4.732 -4.732
0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.018 0.016 0.016 0.016 0.016
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
Page 110 of 133
DETAIL REPORT FOR F6 ALLOWABLE BEAM SHEAR STRESS - X DIRECTION - FACTORED LOAD COMBINATION 1 AT A CRITICAL SECTION Concrete comp strength = Approx effective depth = Footing width = Footing thickness = Shear strength reduction factor = Critical section location = Footing steel area = Footing steel ratio percent = Reinft partial safety factor = Allowable shear stress =
fc' = 40 N/sq mm d= 200 mm Lz = 1 m Df = 0.3 m f= 0.8 l= 0.55 m As = 679 sq mm Rw = 100*As/bvd = 0.34 Ym = 1.25 0.79*((100*As/bv*d)^(1/3))*((400/d)^(1/4))*((fc'/25)^(1/3))/Ym 0.613 N/sq mm = fvc =
Note: Allowable shear stress with enhancement may apply depending on the shear section location.
Page 111 of 133
Dimensional Solutions Mat3D Foundation Name Designed By:
Version F8 LITWIN PEL
5.8.0
Engineer
MCA
Date Time Checker
9/11/2012 10:15:12 AM VBE
Filename:
DETAIL REPORT FOR F8 PROJECT INFORMATION Project Name: Project Number: Client: Project Location Foundation Description
DESIGN CODE
PWRI UPGRADE AT BAB CL-5, CL-15, CL-16 P11452 ADCO ABU DHABI F8
BSI 8110 - 1997
INPUT UNITS
SI
CONCRETE PARAMETERS: Compressive Strength (N/sq mm) Unit Weight (kN/cu m) Pier Concrete Cover - X Dir (mm) Pier Concrete Cover - Z Dir (mm) Footing Side Concrete Cover - X Dir (mm) Footing Side Concrete Cover - Z Dir (mm) Footing Top Concrete Cover (mm) Footing Bottom Concrete Cover - X Dir (mm)
OUTPUT UNITS
REINFORCING STEEL PARAMETERS: 40 24 75 75 75 75 75 75
Yield Strength (N/sq mm) Unit Weight (kN/cu m) Modulus of Elasticity (kN/sq mm) Pier Min Rebar Spacing (mm) Footing Min Rebar Spacing (mm) Footing Max Rebar Spacing (mm)
SOIL PARAMETERS:
REBAR PARAMETERS:
Unit Weight (kN/cu m) 18 Allowable Net Bearing Capacity (kN/sq m) 150 Bearing Capacity Method Linear Soil Pressure Soil Type Granular ive Pressure Coefficient Kp 3 Soil To Concrete Friction f 0.3 Allowable Increase in Soil Pressure due to Short Term Loads (%) Wind 0 Earthquake 0 Test Min Stability Ratio 1.5 Safety Factor against Lateral Forces 1.5
Max Long Bar Size Min Long Bar Size Max Tie Bar Size Min Tie Bar Size Max Ftg Bar Size Min Ftg Bar Size Temp & Shrinkage Steel Ratio
MINIMUM FOUNDATION CRITERIA: Depth of Footing Below Grade (mm) Minimum Soil Cover (mm) Grade Elevation (mm)
SI
460 78 200 100 100 300
20 16 12 10 25 10 0.0018
0
BUOYANCY CRITERIA: 1200 700 100
Consider Buoyancy: Consider soil for buoyancy: Water table below grade (mm)
No No 3000
Page 112 of 133
DETAIL REPORT FOR F8 APPLIED LOADS P1 Load Case
1 - Dead 2 - DL 3 - LL 4 - PE 5 - PO 6 - PT 7 - FLT 8 - FLL 9 - WLX 10 - WLZ 11 - EQX 12 - EQZ
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 0.00 14.50 20.00 23.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 1.45 2.00 2.30 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 1.45 2.00 2.30 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 0.00 14.50 20.00 23.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 1.45 2.00 2.30 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 1.45 2.00 2.30 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
P2 Load Case
1 - Dead 2 - DL 3 - LL 4 - PE 5 - PO 6 - PT 7 - FLT 8 - FLL 9 - WLX 10 - WLZ 11 - EQX 12 - EQZ
Page 113 of 133
DETAIL REPORT FOR F8 UNFACTORED (ALLOWABLE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
1 - Dead + DL + PE 0.00 2 - Dead + DL + PE + WLX 0.00 3 - Dead + DL + PE + -1WLX 0.00 4 - Dead + DL + PE + WLZ 0.00 5 - Dead + DL + PE + -1WLZ 0.00 6 - Dead + DL + LL + PO 14.50 7 - Dead + DL + LL + PO + FLT + FLL 37.50 8 - Dead + DL + LL + PO + -1FLT + FLL -8.50 9 - Dead + DL + LL + PO + FLT + -1FLL 37.50 10 - Dead + DL + LL + PO + -1FLT + -1FLL -8.50 11 - Dead + DL + LL + PO + FLT + FLL + WLX 37.50 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX -8.50 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 37.50 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX -8.50 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 37.50 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX -8.50 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 37.50 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX -8.50 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 37.50 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ -8.50 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 37.50 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ -8.50 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 37.50 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ -8.50 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 37.50 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ -8.50 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 37.50 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX -8.50 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 37.50 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX -8.50 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 37.50 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX -8.50 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 37.50 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX-8.50 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 37.50 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ -8.50 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 37.50 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ -8.50 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 37.50 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ -8.50 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 37.50 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ-8.50 43 - Dead + DL + PT 20.00 44 - Dead + DL + PT + 0.6WLX 20.00 45 - Dead + DL + PT + -0.6WLX 20.00 46 - Dead + DL + PT + 0.6WLZ 20.00 47 - Dead + DL + PT + -0.6WLZ 20.00
0.00 0.00 0.00 0.00 0.00 1.45 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 1.45 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 114 of 133
DETAIL REPORT FOR F8 P2 Load Comb
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
1 - Dead + DL + PE 0.00 2 - Dead + DL + PE + WLX 0.00 3 - Dead + DL + PE + -1WLX 0.00 4 - Dead + DL + PE + WLZ 0.00 5 - Dead + DL + PE + -1WLZ 0.00 6 - Dead + DL + LL + PO 14.50 7 - Dead + DL + LL + PO + FLT + FLL 37.50 8 - Dead + DL + LL + PO + -1FLT + FLL -8.50 9 - Dead + DL + LL + PO + FLT + -1FLL 37.50 10 - Dead + DL + LL + PO + -1FLT + -1FLL -8.50 11 - Dead + DL + LL + PO + FLT + FLL + WLX 37.50 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX -8.50 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 37.50 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX -8.50 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 37.50 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX -8.50 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 37.50 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX -8.50 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 37.50 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ -8.50 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 37.50 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ -8.50 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 37.50 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ -8.50 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 37.50 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ -8.50 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 37.50 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX -8.50 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 37.50 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX -8.50 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 37.50 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX -8.50 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 37.50 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX-8.50 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 37.50 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ -8.50 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 37.50 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ -8.50 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 37.50 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ -8.50 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 37.50 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ-8.50 43 - Dead + DL + PT 20.00 44 - Dead + DL + PT + 0.6WLX 20.00 45 - Dead + DL + PT + -0.6WLX 20.00 46 - Dead + DL + PT + 0.6WLZ 20.00 47 - Dead + DL + PT + -0.6WLZ 20.00
0.00 0.00 0.00 0.00 0.00 1.45 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 1.45 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 115 of 133
DETAIL REPORT FOR F8 FACTORED (ULTIMATE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
1 - 1.4Dead + 1.4DL + 1.4PE 0.00 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.00 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.00 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.00 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.00 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 20.30 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 57.10 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL-16.50 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 57.10 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL -16.50 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL45.00 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -10.20 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL45.00 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL45.00 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -10.20 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL45.00 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL45.00 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -10.20 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL45.00 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL45.00 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -10.20 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL45.00 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 45.00 EQX 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -10.20 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +45.00 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 45.00 -1EQX 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -10.20 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +45.00 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 45.00 EQZ 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -10.20 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +45.00 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 45.00 -1EQZ 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -10.20 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +45.00 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 28.00 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 24.00 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 24.00 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 24.00 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 24.00
0.00 0.00 0.00 0.00 0.00 2.03 5.71 -1.65 5.71 -1.65 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 2.80 2.40 2.40 2.40 2.40
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 2.03 5.71 -1.65 5.71 -1.65 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 2.80 2.40 2.40 2.40 2.40
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 116 of 133
DETAIL REPORT FOR F8 P2 Load Comb
Axial (kN)
Shear X (kN)
1 - 1.4Dead + 1.4DL + 1.4PE 0.00 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.00 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.00 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.00 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.00 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 20.30 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 57.10 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL-16.50 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 57.10 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL -16.50 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL45.00 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -10.20 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL45.00 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL45.00 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -10.20 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL45.00 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL45.00 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -10.20 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL45.00 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL45.00 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -10.20 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL45.00 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 45.00 EQX 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -10.20 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +45.00 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 45.00 -1EQX 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -10.20 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +45.00 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 45.00 EQZ 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -10.20 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +45.00 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 45.00 -1EQZ 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -10.20 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +45.00 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 28.00 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 24.00 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 24.00 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 24.00 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 24.00
0.00 0.00 0.00 0.00 0.00 2.03 5.71 -1.65 5.71 -1.65 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 2.80 2.40 2.40 2.40 2.40
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 2.03 5.71 -1.65 5.71 -1.65 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 2.80 2.40 2.40 2.40 2.40
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 117 of 133
DETAIL REPORT FOR F8 BEARING CAPACITY - LINEAR SOIL PRESSURE METHOD Load Comb
Max Pressure (kN/sq m)
All Pressure (kN/sq m)
Ecc Z Dir (cm)
Ecc X Dir (cm)
Moment Z axis (kN-m)
Moment X axis (kN-m)
1 - Dead + DL + PE 25.58 2 - Dead + DL + PE + WLX 25.58 3 - Dead + DL + PE + -1WLX 25.58 4 - Dead + DL + PE + WLZ 25.58 5 - Dead + DL + PE + -1WLZ 25.58 6 - Dead + DL + LL + PO 74.68 7 - Dead + DL + LL + PO + FLT + FLL 152.58 8 - Dead + DL + LL + PO + -1FLT + FLL 31.81 9 - Dead + DL + LL + PO + FLT + -1FLL 152.58 10 - Dead + DL + LL + PO + -1FLT + -1FLL 31.81 11 - Dead + DL + LL + PO + FLT + FLL + WLX 152.58 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 31.81 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 152.58 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 31.81 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 152.58 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 31.81 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 152.58 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 31.81 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 152.58 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 31.81 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 152.58 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 31.81 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 152.58 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 31.81 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 152.58 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 31.81 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 152.58 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 31.81 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 152.58 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX31.81 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 152.58 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 31.81 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX152.58 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX31.81 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 152.58 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 31.81 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 152.58 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 31.81 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 152.58 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 31.81 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 152.58 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ31.81 43 - Dead + DL + PT 93.31 44 - Dead + DL + PT + 0.6WLX 93.31 45 - Dead + DL + PT + -0.6WLX 93.31 46 - Dead + DL + PT + 0.6WLZ 93.31 47 - Dead + DL + PT + -0.6WLZ 93.31
171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60
0.00 0.00 0.00 0.00 0.00 6.03 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 7.15 7.15 7.15 7.15 7.15
0.00 0.00 0.00 0.00 0.00 6.03 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 7.15 7.15 7.15 7.15 7.15
0.00 0.00 0.00 0.00 0.00 4.06 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 5.60 5.60 5.60 5.60 5.60
0.00 0.00 0.00 0.00 0.00 4.06 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 5.60 5.60 5.60 5.60 5.60
Rem
Page 118 of 133
DETAIL REPORT FOR F8 STABILITY RATIO / SLIDING SAFETY FACTOR Load Comb
S.R. Z Dir
S.R. X Dir
All S.R.
Sliding FS - Z
Sliding FS - X
All FS
1 - Dead + DL + PE 100.00 2 - Dead + DL + PE + WLX 100.00 3 - Dead + DL + PE + -1WLX 100.00 4 - Dead + DL + PE + WLZ 100.00 5 - Dead + DL + PE + -1WLZ 100.00 6 - Dead + DL + LL + PO 16.59 7 - Dead + DL + LL + PO + FLT + FLL 10.80 8 - Dead + DL + LL + PO + -1FLT + FLL 1.98 9 - Dead + DL + LL + PO + FLT + -1FLL 10.80 10 - Dead + DL + LL + PO + -1FLT + -1FLL 1.98 11 - Dead + DL + LL + PO + FLT + FLL + WLX 10.80 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 1.98 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 10.80 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 1.98 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 10.80 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 1.98 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 10.80 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 1.98 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 10.80 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 1.98 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 10.80 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 1.98 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 10.80 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 1.98 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 10.80 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 1.98 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 10.80 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 1.98 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 10.80 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX 1.98 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 10.80 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 1.98 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 10.80 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX 1.98 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 10.80 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 1.98 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 10.80 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 1.98 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 10.80 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 1.98 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 10.80 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ 1.98 43 - Dead + DL + PT 13.99 44 - Dead + DL + PT + 0.6WLX 13.99 45 - Dead + DL + PT + -0.6WLX 13.99 46 - Dead + DL + PT + 0.6WLZ 13.99 47 - Dead + DL + PT + -0.6WLZ 13.99
100.00 100.00 100.00 100.00 100.00 6.22 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 5.25 5.25 5.25 5.25 5.25
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
100.00 100.00 100.00 100.00 100.00 11.37 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 9.07 9.07 9.07 9.07 9.07
100.00 100.00 100.00 100.00 100.00 18.70 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 14.38 14.38 14.38 14.38 14.38
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
Remarks
Page 119 of 133
DETAIL REPORT FOR F8 FOOTING DESIGN INFORMATION X Dim (mm) Z Dim (mm) Thickness (mm)
750.00 2000.00 300.00
Top Steel Governing Combination
No of Bars
10. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 13 9. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 5
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
Moment (kN m/m)
12 12
150 150
7.35 7.54
0.05 1.19
0 -10
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
(kN m/m)
12 12
150 150
7.35 7.54
5.4 5.4
2 4
Rem
Direction
X Z
Bottom Steel Governing Combination
No of Bars
9. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 9. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL
13 5
PUNCHING SHEAR P1 Control Comb
Net Ult Load (kN)
Punch. Stress (N/sq mm)
All Stress (N/sq mm)
9. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 5.94
0.03
0.63
Net Ult Load (kN)
Punch. Stress (N/sq mm)
All Stress (N/sq mm)
9. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 17.81
0.09
0.63
P2 Control Comb
Rem
Moment
Direction
X Z
Page 120 of 133
DETAIL REPORT FOR F8 MAXIMUM SHEAR - X DIRECTION Load Comb
Left Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 0.18 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.18 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.18 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.18 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.18 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.58 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.58 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.58 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.58 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.58 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.58 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.58 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.58 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.58 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.58 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.58 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.58 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.58 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.58 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.58 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.58 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.58 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.58 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.58 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.58 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.58 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 0.58 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.58 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.58 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.58 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 0.58 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.58 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.58 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.58 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 0.58 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.58 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.58 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.58 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 0.58 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.58 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.58 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.58 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 0.58 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.58 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.58 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.58 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.58
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
2.76 2.76 2.76 2.76 2.76 -20.37 -52.29 9.77 -52.29 9.77 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -27.05 -23.18 -23.18 -23.18 -23.18
0.01 0.01 0.01 0.01 0.01 0.05 0.13 0.02 0.13 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.07 0.06 0.06 0.06 0.06
0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63
Rem
Page 121 of 133
DETAIL REPORT FOR F8 MAXIMUM SHEAR - Z DIRECTION Load Comb
Bottom Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 0.80 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.80 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.80 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.80 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.80 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.80 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.80 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.80 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.80 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.80 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.80 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.80 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.80 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.80 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.80 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.80 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.80 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.80 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.80 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.80 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.80 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.80 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.80 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.80 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.80 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.80 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 0.80 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.80 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.80 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.80 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 0.80 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.80 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.80 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.80 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 0.80 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.80 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.80 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.80 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 0.80 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.80 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.80 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.80 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 0.80 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.80 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.80 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.80 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.80
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
-1.18 -1.18 -1.18 -1.18 -1.18 -9.34 -24.11 5.44 -24.11 5.44 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -12.43 -10.65 -10.65 -10.65 -10.65
0.01 0.01 0.01 0.01 0.01 0.06 0.16 0.04 0.16 0.04 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.08 0.07 0.07 0.07 0.07
0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64
Rem
Page 122 of 133
DETAIL REPORT FOR F8 PIER/BASE PLATE DESIGN INFORMATION X Dim (mm) Z Dim (mm) Height above grade (mm) X Offset (mm) Z Offset (mm) Requested Reinft. Ratio Provided Reinft. Ratio Long Bar Size (mm) Bars in X Dir Bars in Z Dir Total Long Bars Tie Bar Size (mm) Total No. of Ties Major Tie Spacing (mm)
P1 400.00 400.00 200.00 375.00 1600.00 0.0018 0.0101 16 3 3 8 12 9 150
P2 400.00 400.00 200.00 375.00 400.00 0.0018 0.0101 16 3 3 8 12 9 150
Page 123 of 133
DETAIL REPORT FOR F8 PIER ULTIMATE LOAD CAPACITIES
P1 Load Comb
Axial Load (kN)
Axial Capa. (kN)
Mom X
Mom X Capa (kN m)
Mom Z
(kN m)
(kN m)
Mom Z Capa (kN m)
1 - 1.4Dead + 1.4DL + 1.4PE 5.91 5.97 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 5.91 5.97 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 5.91 5.97 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 5.91 5.97 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 5.91 5.97 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 26.21 1376.89 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 63.01 1179.35 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL-10.59 -309.26 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 63.01 1179.35 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL -10.59 -309.26 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL50.07 + 1.2WLX 1189.12 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-5.13 + 1.2WLX -5.18 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL50.07 + 1.2WLX 1189.12 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -5.13 + 1.2WLX -5.18 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL50.07 + -1.2WLX 1189.12 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-5.13 + -1.2WLX -5.18 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL50.07 + -1.2WLX 1189.12 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -5.13 + -1.2WLX -5.18 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL50.07 + 1.2WLZ 1189.12 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-5.13 + 1.2WLZ -5.18 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL50.07 + 1.2WLZ 1189.12 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -5.13 + 1.2WLZ -5.18 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL50.07 + -1.2WLZ 1189.12 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-5.13 + -1.2WLZ -5.18 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL50.07 + -1.2WLZ 1189.12 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -5.13 + -1.2WLZ -5.18 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 50.07 EQX 1189.12 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-5.13 EQX -5.18 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +50.07 EQX 1189.12 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-5.13 EQX -5.18 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 50.07 -1EQX 1189.12 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-5.13 -1EQX -5.18 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +50.07 -1EQX 1189.12 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-5.13 -1EQX -5.18 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 50.07 EQZ 1189.12 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-5.13 EQZ -5.18 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +50.07 EQZ 1189.12 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-5.13 EQZ -5.18 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 50.07 -1EQZ 1189.12 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-5.13 -1EQZ -5.18 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +50.07 -1EQZ 1189.12 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-5.13 -1EQZ -5.18 43 - 1.4Dead + 1.4DL + 1.4PT 33.91 1294.15 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 29.07 1294.15 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 29.07 1294.15 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 29.07 1294.15 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 29.07 1294.15
0.12 0.12 0.12 0.12 0.12 2.23 6.28 1.82 6.28 1.82 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 3.08 2.64 2.64 2.64 2.64
118.59 118.59 118.59 118.59 118.59 115.74 115.57 53.15 115.57 53.15 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.82 115.82 115.82 115.82 115.82
0.12 0.12 0.12 0.12 0.12 2.23 6.28 1.82 6.28 1.82 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 3.08 2.64 2.64 2.64 2.64
118.59 118.59 118.59 118.59 118.59 115.74 115.57 53.15 115.57 53.15 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.82 115.82 115.82 115.82 115.82
Rem
Page 124 of 133
DETAIL REPORT FOR F8 P2 Load Comb
Axial Load (kN)
Axial Capa. (kN)
Mom X
Mom Z
(kN m)
Mom X Capa (kN m)
(kN m)
Mom Z Capa (kN m)
1 - 1.4Dead + 1.4DL + 1.4PE 5.91 5.97 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 5.91 5.97 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 5.91 5.97 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 5.91 5.97 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 5.91 5.97 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 26.21 1376.89 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 63.01 1179.35 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL-10.59 -309.26 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 63.01 1179.35 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL -10.59 -309.26 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL50.07 + 1.2WLX 1189.12 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-5.13 + 1.2WLX -5.18 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL50.07 + 1.2WLX 1189.12 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -5.13 + 1.2WLX -5.18 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL50.07 + -1.2WLX 1189.12 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-5.13 + -1.2WLX -5.18 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL50.07 + -1.2WLX 1189.12 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -5.13 + -1.2WLX -5.18 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL50.07 + 1.2WLZ 1189.12 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-5.13 + 1.2WLZ -5.18 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL50.07 + 1.2WLZ 1189.12 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -5.13 + 1.2WLZ -5.18 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL50.07 + -1.2WLZ 1189.12 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-5.13 + -1.2WLZ -5.18 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL50.07 + -1.2WLZ 1189.12 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -5.13 + -1.2WLZ -5.18 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 50.07 EQX 1189.12 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-5.13 EQX -5.18 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +50.07 EQX 1189.12 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-5.13 EQX -5.18 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 50.07 -1EQX 1189.12 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-5.13 -1EQX -5.18 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +50.07 -1EQX 1189.12 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-5.13 -1EQX -5.18 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 50.07 EQZ 1189.12 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-5.13 EQZ -5.18 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +50.07 EQZ 1189.12 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-5.13 EQZ -5.18 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 50.07 -1EQZ 1189.12 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-5.13 -1EQZ -5.18 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +50.07 -1EQZ 1189.12 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-5.13 -1EQZ -5.18 43 - 1.4Dead + 1.4DL + 1.4PT 33.91 1294.15 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 29.07 1294.15 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 29.07 1294.15 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 29.07 1294.15 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 29.07 1294.15
0.12 0.12 0.12 0.12 0.12 2.23 6.28 1.82 6.28 1.82 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 3.08 2.64 2.64 2.64 2.64
118.59 118.59 118.59 118.59 118.59 115.74 115.57 53.15 115.57 53.15 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.82 115.82 115.82 115.82 115.82
0.12 0.12 0.12 0.12 0.12 2.23 6.28 1.82 6.28 1.82 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 3.08 2.64 2.64 2.64 2.64
118.59 118.59 118.59 118.59 118.59 115.74 115.57 53.15 115.57 53.15 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.82 115.82 115.82 115.82 115.82
Rem
Page 125 of 133
DETAIL REPORT FOR F8
Page 126 of 133
DETAIL REPORT FOR F8 SELF WEIGHTS AND APPLIED EXTERNAL LOAD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Load Elem Weight kN
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
8.45 WLX 8.45 -1WLX 8.45 WLZ 8.45 -1WLZ 8.45 PO 8.45 PO + FLT + FLL 8.45 PO + -1FLT + FLL 8.45 PO + FLT + -1FLL 8.45 PO + -1FLT + -1FLL 8.45 PO + FLT + FLL + WLX 8.45 PO + -1FLT + FLL + WLX 8.45 PO + FLT + -1FLL + WLX 8.45 PO + -1FLT + -1FLL + WLX 8.45 PO + FLT + FLL + -1WLX 8.45 PO + -1FLT + FLL + -1WLX 8.45 PO + FLT + -1FLL + -1WLX 8.45 PO + -1FLT + -1FLL + -1WLX 8.45 PO + FLT + FLL + WLZ 8.45 PO + -1FLT + FLL + WLZ8.45 PO + FLT + -1FLL + WLZ8.45 PO + -1FLT + -1FLL + WLZ 8.45 PO + FLT + FLL + -1WLZ8.45 PO + -1FLT + FLL + -1WLZ 8.45 PO + FLT + -1FLL + -1WLZ 8.45 PO + -1FLT + -1FLL + -1WLZ 8.45 PO + FLT + FLL + 0.715EQX 8.45 PO + -1FLT + FLL + 0.715EQX 8.45 PO + FLT + -1FLL + 0.715EQX 8.45 PO + -1FLT + -1FLL + 0.715EQX 8.45 PO + FLT + FLL + -0.715EQX 8.45 PO + -1FLT + FLL + -0.715EQX 8.45 PO + FLT + -1FLL + -0.715EQX 8.45 PO + -1FLT + -1FLL + -0.715EQX 8.45 PO + FLT + FLL + 0.715EQZ 8.45 PO + -1FLT + FLL + 0.715EQZ 8.45 PO + FLT + -1FLL + 0.715EQZ 8.45 PO + -1FLT + -1FLL + 0.715EQZ 8.45 PO + FLT + FLL + -0.715EQZ 8.45 PO + -1FLT + FLL + -0.715EQZ 8.45 PO + FLT + -1FLL + -0.715EQZ 8.45 PO + -1FLT + -1FLL + -0.715EQZ 8.45 8.45 0.6WLX 8.45 -0.6WLX 8.45 0.6WLZ 8.45 -0.6WLZ 8.45
Soil Weight kN
Mat Weight kN
App Axial Load kN
Tot Axial Load kN
Buoyant Load kN
19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12
10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8
0 0 0 0 0 29 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 40 40 40 40 40
38.36 38.36 38.36 38.36 38.36 67.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 78.36 78.36 78.36 78.36 78.36
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page 127 of 133
DETAIL REPORT FOR F8 SOIL BEARING RESULTS - LINEAR SOIL PRESSURE METHOD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Max Bearing kN/sq m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
25.576 WLX 25.576 -1WLX 25.576 WLZ 25.576 -1WLZ 25.576 PO 74.683 PO + FLT + FLL 152.576 PO + -1FLT + FLL 31.807 PO + FLT + -1FLL 152.576 PO + -1FLT + -1FLL 31.807 PO + FLT + FLL + WLX 152.576 PO + -1FLT + FLL + WLX 31.807 PO + FLT + -1FLL + WLX 152.576 PO + -1FLT + -1FLL + 31.807 WLX PO + FLT + FLL + -1WLX 152.576 PO + -1FLT + FLL + -1WLX 31.807 PO + FLT + -1FLL + -1WLX 152.576 PO + -1FLT + -1FLL + 31.807 -1WLX PO + FLT + FLL + WLZ 152.576 PO + -1FLT + FLL + WLZ 31.807 PO + FLT + -1FLL + WLZ 152.576 PO + -1FLT + -1FLL + 31.807 WLZ PO + FLT + FLL + -1WLZ 152.576 PO + -1FLT + FLL + -1WLZ 31.807 PO + FLT + -1FLL + -1WLZ 152.576 PO + -1FLT + -1FLL + 31.807 -1WLZ PO + FLT + FLL + 0.715EQX 152.576 PO + -1FLT + FLL + 0.715EQX 31.807 PO + FLT + -1FLL + 0.715EQX 152.576 PO + -1FLT + -1FLL + 31.807 0.715EQX PO + FLT + FLL + -0.715EQX 152.576 PO + -1FLT + FLL + -0.715EQX 31.807 PO + FLT + -1FLL + -0.715EQX 152.576 PO + -1FLT + -1FLL + 31.807 -0.715EQX PO + FLT + FLL + 0.715EQZ 152.576 PO + -1FLT + FLL + 0.715EQZ 31.807 PO + FLT + -1FLL + 0.715EQZ 152.576 PO + -1FLT + -1FLL + 31.807 0.715EQZ PO + FLT + FLL + -0.715EQZ 152.576 PO + -1FLT + FLL + -0.715EQZ 31.807 PO + FLT + -1FLL + -0.715EQZ 152.576 PO + -1FLT + -1FLL + 31.807 -0.715EQZ 93.309 0.6WLX 93.309 -0.6WLX 93.309 0.6WLZ 93.309 -0.6WLZ 93.309
Min Bearing kN/sq m
X Comp Len m
Z Comp Len m
Area in Comp sq m
% in Comp
25.576 25.576 25.576 25.576 25.576 15.136 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11.176 11.176 11.176 11.176 11.176
0.75 0.75 0.75 0.75 0.75 1.293 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.172 1.172 1.172 1.172 1.172
2 2 2 2 2 9.197 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 8.331 8.331 8.331 8.331 8.331
1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.5 1.5 1.5 1.5
100 100 100 100 100 100 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 100 100 100 100 100
BEARING PRESSURE CALCULATION FOR UNFACTORED LOAD COMBINATION 41 Eccentricity condition: Eccentricity - Z direction = Eccentricity - X direction = Total Axial Load = Footing length = Footing width = Mat Area A = Soil overburden = Gross bearing pressure = Net soil bearing =
Biaxial eccentricity Ecc,z = Ecc,x = P= Lx = Lz = Lx * Lz = S= Gbp = Solved by trial and error method Nbp = Gbp - S =
92.622 92.622 113.36 0.75 2 1.5 21.6 152.576 130.976
mm mm kN m m sq m kN/sq m kN/sq m kN/sq m
Page 128 of 133
DETAIL REPORT FOR F8 STABILITY RATIO CALCULATIONS No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Overturn Mom - X kNm
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
0 WLX 0 -1WLX 0 WLZ 0 -1WLZ 0 PO 4.06 PO + FLT + FLL 10.5 PO + -1FLT + FLL 8.755 PO + FLT + -1FLL 10.5 PO + -1FLT + -1FLL 8.755 PO + FLT + FLL + WLX 10.5 PO + -1FLT + FLL + WLX 8.755 PO + FLT + -1FLL + WLX 10.5 PO + -1FLT + -1FLL + WLX 8.755 PO + FLT + FLL + -1WLX 10.5 PO + -1FLT + FLL + -1WLX 8.755 PO + FLT + -1FLL + -1WLX 10.5 PO + -1FLT + -1FLL + -1WLX 8.755 PO + FLT + FLL + WLZ 10.5 PO + -1FLT + FLL + WLZ 8.755 PO + FLT + -1FLL + WLZ10.5 PO + -1FLT + -1FLL + WLZ 8.755 PO + FLT + FLL + -1WLZ10.5 PO + -1FLT + FLL + -1WLZ 8.755 PO + FLT + -1FLL + -1WLZ 10.5 PO + -1FLT + -1FLL + -1WLZ 8.755 PO + FLT + FLL + 0.715EQX 10.5 PO + -1FLT + FLL + 0.715EQX 8.755 PO + FLT + -1FLL + 0.715EQX 10.5 PO + -1FLT + -1FLL + 0.715EQX 8.755 PO + FLT + FLL + -0.715EQX 10.5 PO + -1FLT + FLL + -0.715EQX 8.755 PO + FLT + -1FLL + -0.715EQX 10.5 PO + -1FLT + -1FLL + -0.715EQX 8.755 PO + FLT + FLL + 0.715EQZ 10.5 PO + -1FLT + FLL + 0.715EQZ 8.755 PO + FLT + -1FLL + 0.715EQZ 10.5 PO + -1FLT + -1FLL + 0.715EQZ 8.755 PO + FLT + FLL + -0.715EQZ 10.5 PO + -1FLT + FLL + -0.715EQZ 8.755 PO + FLT + -1FLL + -0.715EQZ 10.5 PO + -1FLT + -1FLL + -0.715EQZ 8.755 5.6 0.6WLX 5.6 -0.6WLX 5.6 0.6WLZ 5.6 -0.6WLZ 5.6
Resist Mom - X kNm
SRx
Overturn Mom - Z kNm
Resist Mom - Z kNm
SRz
14.387 14.387 14.387 14.387 14.387 25.262 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 29.387 29.387 29.387 29.387 29.387
100 100 100 100 100 6.222 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 5.248 5.248 5.248 5.248 5.248
0 0 0 0 0 4.06 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 5.6 5.6 5.6 5.6 5.6
38.364 38.364 38.364 38.364 38.364 67.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 78.364 78.364 78.364 78.364 78.364
100 100 100 100 100 16.592 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 13.994 13.994 13.994 13.994 13.994
Note: Stability ratio values greater than 100 are displayed as 100.
Page 129 of 133
DETAIL REPORT FOR F8 SLIDING RESISTANCE CALCULATION - X DIRECTION - UNFACTORED LOAD COMBINATION 41 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lz = Lx = h= h1 = Y= Yh1 =
2 0.75 0.3 0.9 18 16.2
m m m m kN/cu m kN/sq m
p2 =
Y(h + h1) =
21.6
kN/sq m
R1 =
0.5*Lz*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
11.34 3 0.3 113.36 34.02 34.008 68.028 7.5 9.07
kN
R2 = R3 = R= FS,slid =
kN kN kN kN kN
Note: Sliding factor of safety value greater than 100 is displayed as 100.
SLIDING RESISTANCE CALCULATION - Z DIRECTION - UNFACTORED LOAD COMBINATION 41 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lx = Lz = h= h1 = Y= Yh1 =
0.75 2 0.3 0.9 18 16.2
m m m m kN/cu m kN/sq m
p2 =
Y(h + h1) =
21.6
kN/sq m
R1 =
0.5*Lx*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
4.253 3 0.3 113.36 12.759 34.008 46.767 7.5 6.236
kN
R2 = R3 = R= FS,slid =
Note: Sliding factor of safety value greater than 100 is displayed as 100.
FACTORED LOADS - SOIL BEARING VALUES No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Max X Bearing kN/sq m
Min X Bearing kN/sq m
1.4PE 35.806 35.806 1.4PE + 1.4WLX 35.806 35.806 1.4PE + -1.4WLX 35.806 35.806 1.4PE + 1.4WLZ 35.806 35.806 1.4PE + -1.4WLZ 35.806 35.806 1.6LL + 1.4PO 93.188 32.558 1.6LL + 1.4PO + 1.6FLT 197.209 + 1.6FLL 26.67 1.6LL + 1.4PO + -1.6FLT 45.441 + 1.6FLL 0 1.6LL + 1.4PO + 1.6FLT 197.209 + -1.6FLL 26.67 1.6LL + 1.4PO + -1.6FLT 45.441 + -1.6FLL 0 1.2LL + 1.2PO + 1.2FLT 157.891 + 1.2FLL + 1.2WLX 23.491 1.2LL + 1.2PO + -1.2FLT 32.323 + 1.2FLL + 1.2WLX 1.859 1.2LL + 1.2PO + 1.2FLT 157.891 + -1.2FLL + 1.2WLX 23.491 1.2LL + 1.2PO + -1.2FLT 32.323 + -1.2FLL + 1.2WLX 1.859 1.2LL + 1.2PO + 1.2FLT 157.891 + 1.2FLL + -1.2WLX 23.491 1.2LL + 1.2PO + -1.2FLT 32.323 + 1.2FLL + -1.2WLX 1.859 1.2LL + 1.2PO + 1.2FLT 157.891 + -1.2FLL + -1.2WLX 23.491 1.2LL + 1.2PO + -1.2FLT 32.323 + -1.2FLL + -1.2WLX 1.859 1.2LL + 1.2PO + 1.2FLT 157.891 + 1.2FLL + 1.2WLZ 23.491 1.2LL + 1.2PO + -1.2FLT 32.323 + 1.2FLL + 1.2WLZ 1.859 1.2LL + 1.2PO + 1.2FLT 157.891 + -1.2FLL + 1.2WLZ 23.491 1.2LL + 1.2PO + -1.2FLT 32.323 + -1.2FLL + 1.2WLZ 1.859 1.2LL + 1.2PO + 1.2FLT 157.891 + 1.2FLL + -1.2WLZ 23.491 1.2LL + 1.2PO + -1.2FLT 32.323 + 1.2FLL + -1.2WLZ 1.859 1.2LL + 1.2PO + 1.2FLT 157.891 + -1.2FLL + -1.2WLZ 23.491 1.2LL + 1.2PO + -1.2FLT 32.323 + -1.2FLL + -1.2WLZ 1.859 LL + 1.2PO + 1.2FLT + 157.891 1.2FLL + EQX23.491 LL + 1.2PO + -1.2FLT +32.323 1.2FLL + EQX1.859 LL + 1.2PO + 1.2FLT + 157.891 -1.2FLL + EQX 23.491
Max Z Bearing kN/sq m
Min Z Bearing kN/sq m
35.806 35.806 35.806 35.806 35.806 74.241 143.916 23.046 143.916 23.046 115.891 22.803 115.891 22.803 115.891 22.803 115.891 22.803 115.891 22.803 115.891 22.803 115.891 22.803 115.891 22.803 115.891 22.803 115.891
35.806 35.806 35.806 35.806 35.806 51.505 79.964 4.566 79.964 4.566 65.491 11.379 65.491 11.379 65.491 11.379 65.491 11.379 65.491 11.379 65.491 11.379 65.491 11.379 65.491 11.379 65.491 11.379 65.491
kN kN kN kN kN
Page 130 of 133
DETAIL REPORT FOR F8 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + +
LL + 1.2PO + -1.2FLT +32.323 -1.2FLL + EQX1.859 LL + 1.2PO + 1.2FLT + 157.891 1.2FLL + -1EQX 23.491 LL + 1.2PO + -1.2FLT +32.323 1.2FLL + -1EQX 1.859 LL + 1.2PO + 1.2FLT + 157.891 -1.2FLL + -1EQX 23.491 LL + 1.2PO + -1.2FLT +32.323 -1.2FLL + -1EQX 1.859 LL + 1.2PO + 1.2FLT + 157.891 1.2FLL + EQZ23.491 LL + 1.2PO + -1.2FLT +32.323 1.2FLL + EQZ1.859 LL + 1.2PO + 1.2FLT + 157.891 -1.2FLL + EQZ 23.491 LL + 1.2PO + -1.2FLT +32.323 -1.2FLL + EQZ1.859 LL + 1.2PO + 1.2FLT + 157.891 1.2FLL + -1EQZ 23.491 LL + 1.2PO + -1.2FLT +32.323 1.2FLL + -1EQZ 1.859 LL + 1.2PO + 1.2FLT + 157.891 -1.2FLL + -1EQZ 23.491 LL + 1.2PO + -1.2FLT +32.323 -1.2FLL + -1EQZ 1.859 1.4PT 114.953 31.326 1.2PT + 0.72WLX 98.531 26.851 1.2PT + -0.72WLX 98.531 26.851 1.2PT + 0.72WLZ 98.531 26.851 1.2PT + -0.72WLZ 98.531 26.851
22.803 115.891 22.803 115.891 22.803 115.891 22.803 115.891 22.803 115.891 22.803 115.891 22.803 88.82 76.131 76.131 76.131 76.131
11.379 65.491 11.379 65.491 11.379 65.491 11.379 65.491 11.379 65.491 11.379 65.491 11.379 57.46 49.251 49.251 49.251 49.251
Page 131 of 133
DETAIL REPORT FOR F8 BEAM SHEAR STRESS - X DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Shear Crit Sect kN
Shear Stress N/sq mm
1.4PE 0.175 2.76 0.007 1.4PE + 1.4WLX 0.175 2.76 0.007 1.4PE + -1.4WLX 0.175 2.76 0.007 1.4PE + 1.4WLZ 0.175 2.76 0.007 1.4PE + -1.4WLZ 0.175 2.76 0.007 1.6LL + 1.4PO 0.575 -20.367 0.051 1.6LL + 1.4PO 0.575 + 1.6FLT -52.287 + 1.6FLL 0.131 1.6LL + 1.4PO 0.575 + -1.6FLT9.773 + 1.6FLL 0.024 1.6LL + 1.4PO 0.575 + 1.6FLT -52.287 + -1.6FLL 0.131 1.6LL + 1.4PO 0.575 + -1.6FLT9.773 + -1.6FLL 0.024 1.2LL + 1.2PO 0.575 + 1.2FLT -41.397 + 1.2FLL + 1.2WLX 0.103 1.2LL + 1.2PO 0.575 + -1.2FLT6.482 + 1.2FLL + 1.2WLX 0.016 1.2LL + 1.2PO 0.575 + 1.2FLT -41.397 + -1.2FLL + 1.2WLX 0.103 1.2LL + 1.2PO 0.575 + -1.2FLT6.482 + -1.2FLL + 1.2WLX 0.016 1.2LL + 1.2PO 0.575 + 1.2FLT -41.397 + 1.2FLL + -1.2WLX 0.103 1.2LL + 1.2PO 0.575 + -1.2FLT6.482 + 1.2FLL + -1.2WLX 0.016 1.2LL + 1.2PO 0.575 + 1.2FLT -41.397 + -1.2FLL + -1.2WLX 0.103 1.2LL + 1.2PO 0.575 + -1.2FLT6.482 + -1.2FLL + -1.2WLX 0.016 1.2LL + 1.2PO 0.575 + 1.2FLT -41.397 + 1.2FLL + 1.2WLZ 0.103 1.2LL + 1.2PO 0.575 + -1.2FLT6.482 + 1.2FLL + 1.2WLZ 0.016 1.2LL + 1.2PO 0.575 + 1.2FLT -41.397 + -1.2FLL + 1.2WLZ 0.103 1.2LL + 1.2PO 0.575 + -1.2FLT6.482 + -1.2FLL + 1.2WLZ 0.016 1.2LL + 1.2PO 0.575 + 1.2FLT -41.397 + 1.2FLL + -1.2WLZ 0.103 1.2LL + 1.2PO 0.575 + -1.2FLT6.482 + 1.2FLL + -1.2WLZ 0.016 1.2LL + 1.2PO 0.575 + 1.2FLT -41.397 + -1.2FLL + -1.2WLZ 0.103 1.2LL + 1.2PO 0.575 + -1.2FLT6.482 + -1.2FLL + -1.2WLZ 0.016 LL + 1.2PO 0.575 + 1.2FLT +-41.397 1.2FLL + EQX 0.103 LL + 1.2PO 0.575 + -1.2FLT + 6.482 1.2FLL + EQX0.016 LL + 1.2PO 0.575 + 1.2FLT +-41.397 -1.2FLL + EQX0.103 LL + 1.2PO 0.575 + -1.2FLT + 6.482 -1.2FLL + EQX0.016 LL + 1.2PO 0.575 + 1.2FLT +-41.397 1.2FLL + -1EQX 0.103 LL + 1.2PO 0.575 + -1.2FLT + 6.482 1.2FLL + -1EQX 0.016 LL + 1.2PO 0.575 + 1.2FLT +-41.397 -1.2FLL + -1EQX 0.103 LL + 1.2PO 0.575 + -1.2FLT + 6.482 -1.2FLL + -1EQX 0.016 LL + 1.2PO 0.575 + 1.2FLT +-41.397 1.2FLL + EQZ 0.103 LL + 1.2PO 0.575 + -1.2FLT + 6.482 1.2FLL + EQZ0.016 LL + 1.2PO 0.575 + 1.2FLT +-41.397 -1.2FLL + EQZ0.103 LL + 1.2PO 0.575 + -1.2FLT + 6.482 -1.2FLL + EQZ0.016 LL + 1.2PO 0.575 + 1.2FLT +-41.397 1.2FLL + -1EQZ 0.103 LL + 1.2PO 0.575 + -1.2FLT + 6.482 1.2FLL + -1EQZ 0.016 LL + 1.2PO 0.575 + 1.2FLT +-41.397 -1.2FLL + -1EQZ 0.103 LL + 1.2PO 0.575 + -1.2FLT + 6.482 -1.2FLL + -1EQZ 0.016 1.4PT 0.575 -27.046 0.068 1.2PT + 0.72WLX 0.575 -23.183 0.058 1.2PT + -0.72WLX 0.575 -23.183 0.058 1.2PT + 0.72WLZ 0.575 -23.183 0.058 1.2PT + -0.72WLZ 0.575 -23.183 0.058
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63
0.175 0.175 0.175 0.175 0.175 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575
2.76 2.76 2.76 2.76 2.76 -20.367 -52.287 9.773 -52.287 9.773 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -27.046 -23.183 -23.183 -23.183 -23.183
0.007 0.007 0.007 0.007 0.007 0.051 0.131 0.024 0.131 0.024 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.068 0.058 0.058 0.058 0.058
0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8
-1.183 -1.183 -1.183 -1.183 -1.183 -9.335 -24.114 5.444 -24.114 5.444 -19.086 3.083 -19.086 3.083 -19.086 3.083 -19.086
0.008 0.008 0.008 0.008 0.008 0.062 0.161 0.036 0.161 0.036 0.127 0.021 0.127 0.021 0.127 0.021 0.127
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
BEAM SHEAR STRESS - Z DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + +
1.4PE 1.4PE 1.4PE 1.4PE 1.4PE 1.6LL 1.6LL 1.6LL 1.6LL 1.6LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL
+ + + + + + + + + + + + + + + +
0.8 1.4WLX 0.8 -1.4WLX 0.8 1.4WLZ 0.8 -1.4WLZ 0.8 1.4PO0.8 1.4PO0.8 + 1.4PO0.8 + 1.4PO0.8 + 1.4PO0.8 + 1.2PO0.8 + 1.2PO0.8 + 1.2PO0.8 + 1.2PO0.8 + 1.2PO0.8 + 1.2PO0.8 + 1.2PO0.8 +
Shear Crit Sect kN
Shear Stress N/sq mm
-1.183 0.008 -1.183 0.008 -1.183 0.008 -1.183 0.008 -1.183 0.008 -9.335 0.062 1.6FLT -24.114 + 1.6FLL 0.161 -1.6FLT5.444 + 1.6FLL 0.036 1.6FLT -24.114 + -1.6FLL 0.161 -1.6FLT5.444 + -1.6FLL 0.036 1.2FLT -19.086 + 1.2FLL + 1.2WLX 0.127 -1.2FLT3.083 + 1.2FLL + 1.2WLX 0.021 1.2FLT -19.086 + -1.2FLL + 1.2WLX 0.127 -1.2FLT3.083 + -1.2FLL + 1.2WLX 0.021 1.2FLT -19.086 + 1.2FLL + -1.2WLX 0.127 -1.2FLT3.083 + 1.2FLL + -1.2WLX 0.021 1.2FLT -19.086 + -1.2FLL + -1.2WLX 0.127
Page 132 of 133
DETAIL REPORT FOR F8 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2LL + 1.2PO0.8 + -1.2FLT3.083 + -1.2FLL + -1.2WLX 0.021 1.2LL + 1.2PO0.8 + 1.2FLT -19.086 + 1.2FLL + 1.2WLZ 0.127 1.2LL + 1.2PO0.8 + -1.2FLT3.083 + 1.2FLL + 1.2WLZ 0.021 1.2LL + 1.2PO0.8 + 1.2FLT -19.086 + -1.2FLL + 1.2WLZ 0.127 1.2LL + 1.2PO0.8 + -1.2FLT3.083 + -1.2FLL + 1.2WLZ 0.021 1.2LL + 1.2PO0.8 + 1.2FLT -19.086 + 1.2FLL + -1.2WLZ 0.127 1.2LL + 1.2PO0.8 + -1.2FLT3.083 + 1.2FLL + -1.2WLZ 0.021 1.2LL + 1.2PO0.8 + 1.2FLT -19.086 + -1.2FLL + -1.2WLZ 0.127 1.2LL + 1.2PO0.8 + -1.2FLT3.083 + -1.2FLL + -1.2WLZ 0.021 LL + 1.2PO +0.8 1.2FLT +-19.086 1.2FLL + EQX 0.127 LL + 1.2PO +0.8 -1.2FLT + 3.083 1.2FLL + EQX0.021 LL + 1.2PO +0.8 1.2FLT +-19.086 -1.2FLL + EQX0.127 LL + 1.2PO +0.8 -1.2FLT + 3.083 -1.2FLL + EQX0.021 LL + 1.2PO +0.8 1.2FLT +-19.086 1.2FLL + -1EQX 0.127 LL + 1.2PO +0.8 -1.2FLT + 3.083 1.2FLL + -1EQX 0.021 LL + 1.2PO +0.8 1.2FLT +-19.086 -1.2FLL + -1EQX 0.127 LL + 1.2PO +0.8 -1.2FLT + 3.083 -1.2FLL + -1EQX 0.021 LL + 1.2PO +0.8 1.2FLT +-19.086 1.2FLL + EQZ 0.127 LL + 1.2PO +0.8 -1.2FLT + 3.083 1.2FLL + EQZ0.021 LL + 1.2PO +0.8 1.2FLT +-19.086 -1.2FLL + EQZ0.127 LL + 1.2PO +0.8 -1.2FLT + 3.083 -1.2FLL + EQZ0.021 LL + 1.2PO +0.8 1.2FLT +-19.086 1.2FLL + -1EQZ 0.127 LL + 1.2PO +0.8 -1.2FLT + 3.083 1.2FLL + -1EQZ 0.021 LL + 1.2PO +0.8 1.2FLT +-19.086 -1.2FLL + -1EQZ 0.127 LL + 1.2PO +0.8 -1.2FLT + 3.083 -1.2FLL + -1EQZ 0.021 1.4PT 0.8 -12.428 0.083 1.2PT + 0.72WLX 0.8 -10.652 0.071 1.2PT + -0.72WLX 0.8 -10.652 0.071 1.2PT + 0.72WLZ 0.8 -10.652 0.071 1.2PT + -0.72WLZ 0.8 -10.652 0.071
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8
3.083 -19.086 3.083 -19.086 3.083 -19.086 3.083 -19.086 3.083 -19.086 3.083 -19.086 3.083 -19.086 3.083 -19.086 3.083 -19.086 3.083 -19.086 3.083 -19.086 3.083 -19.086 3.083 -12.428 -10.652 -10.652 -10.652 -10.652
0.021 0.127 0.021 0.127 0.021 0.127 0.021 0.127 0.021 0.127 0.021 0.127 0.021 0.127 0.021 0.127 0.021 0.127 0.021 0.127 0.021 0.127 0.021 0.127 0.021 0.083 0.071 0.071 0.071 0.071
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
Page 133 of 133
DETAIL REPORT FOR F8 ALLOWABLE BEAM SHEAR STRESS - X DIRECTION - FACTORED LOAD COMBINATION 1 AT A CRITICAL SECTION Concrete comp strength = Approx effective depth = Footing width = Footing thickness = Shear strength reduction factor = Critical section location = Footing steel area = Footing steel ratio percent = Reinft partial safety factor = Allowable shear stress =
fc' = 40 N/sq mm d= 200 mm Lz = 2 m Df = 0.3 m f= 0.8 l= 0.175 m As = 1470 sq mm Rw = 100*As/bvd = 0.368 Ym = 1.25 0.79*((100*As/bv*d)^(1/3))*((400/d)^(1/4))*((fc'/25)^(1/3))/Ym 0.63 N/sq mm = fvc =
Note: Allowable shear stress with enhancement may apply depending on the shear section location.
DESIGN CALCULATION OF PIPE S FOR PRODUCED WATER RE-INJECTION UPGRADE AT BAB CL-5, CL-15 & CL-16
THIS DOCUMENT IS INTENDED FOR USE BY ADCO AND IT'S NOMINATED CONSULTANTS, CONTRACTORS, MANUFACTURERS AND SUPPLIERS
ORIGINATOR:
ORIGINATOR DOC No.:
LTWp-JAD1113-XXX-CIV-CAL-XXX-A
ADCO DOC No.:
11-01-83-0602
CONTRACT NO.:
7359.03
PAGE
PROJECT NO.:
P11542
REV.
A
DATE:
1
OF
15
10/8/2012
REVISION RECORD
REV
DATE
ORIGINATOR
REVIEWED
APPROVED
DESCRIPTION
A
10.08.2012
SBU
VBE
AEN
ISSUED FOR COMMENTS
PROJECT:
ENGG. SERVICES FOR MISCELLANEOUS PMRFs BAB BATCH-4
ADCO DOCUMENT NO.
DOC. TITLE:
DESIGN CALCULATION OF PIPE S
11-01-83-0602 PAGE
CONTRACT NO.:
7359.03
PROJECT NO:
P11542
REV.
A
DATE:
2
OF
15
10/8/2012
Table of Contents Pages 1.0 INTRODUCTION……………………..……………………...…………………………………… 4 2.0 SCOPE……..…………….……...…………………………………………………………………..4
3.0 REFERENCE CODES & STANDARDS……………………………………………………………………………… 4 4 4.0 REFERENCE DRAWINGS……………………………………………………………………………….. 5.0 MATERIAL DATA ……………………………………………………………………………….. 4 5 6.0 SOIL DATA ………….…………………...……………………………………………………..
5 7.0 DESIGN LOADS FOR PIPE S …………….………………………………………………………………
8.0 BASIC LOAD CASES AND LOAD COMBINATIONS……………………………………………………………… 7
8 9.0 STEEL STRUCTURE ANALYSIS & DESIGN ………………………………………………………………………
10.0 PIPE FOUNDATIONS …………….……………………………………………………………………… 10 11.0 RESULT ………………………………………………………………….……………………. 10
APPENDIX - I
DRAWINGS (8 sheets)
APPENDIX - II
PIPING INPUT (10 sheets) + ASSUMPTIONS (6 sheets)
APPENDIX - III
STRUCTURAL STEEL STAAD OUTPUT (23 sheets)
APPENDIX - IV
BASE PLATE DESIGN (5 Sheets)
APPENDIX - V
FOUNDATION DESIGN (133 Sheets)
PROJECT:
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ADCO DOCUMENT NO.
DOC. TITLE:
DESIGN CALCULATION OF PIPE S
11-01-83-0602 PAGE
CONTRACT NO.:
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PROJECT NO:
P11542
REV.
A
DATE:
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1.0
INTRODUCTION The Bab field is located in a desert area approximately 160 km southwest of Abu Dhabi city. The field covers an area of approximately 45 km by 25 km. The main processing facilities are located around Habshan. Oil production from Bab field started in the 1960s. Bab field facilities were built in two phases. Phase-1 was commissioned in 1993 and included five processing trains, namely Trains 1 to 5, in the Central Degassing Station (CDS). Phase-1 also included five remote degassing stations, RDS-1, 2, 3, 4, and 5. Phase-2 which included trains 6 and 7 in the CDS and one remote degassing station, RDS-6 was commissioned in 2004. The field is sour, with wells to the northeast exhibiting generally higher H2S content than wells to the southwest. For the purposes of maintaining continuous improvement for the existing Bab facilities, ADCO Intended carrying plant modifications as part of Batch-IV to improve the operability and safety of the existing facilities.
2.0
SCOPE The scope of this calculation note is to design the Pipe structures & foundations as per piping requirements. There are 4 types of pipe s: - Cantilever on existing structure (PS-01) - "T" post type steel s (PS-04). - "T" post type steel s (PS-02 & PS-03) connected with tie-beams and horizontal bracings - Concrete s with embedded steel plates and ing steel beams on top: - PS-05, PS-06, PS-07, PS-08, PS-09, PS-10, PS-29, PS-30, PS-31 & PS-32 - all in BAB CDS Area - PS-33, PS-34, PS-35 - all in Cluster (5, 15, 16) Area.
3.0
REFERENCE CODES & STANDARDS BS 8110: 1997 Part-1
-
Structural Use Of Concrete (Code of practice for design & construction)
ASCE/SEI 7-05
-
Minimum Design Loads for Buildings and Other Structures
BS 5950
-
Structural Use of Steelwork in Building
UBC 1997
-
Uniform Building Code
Company specifications
4.0
30.99.75.0067
-
Structural Design Basis
34.19.20.31
-
Reinforced Concrete Structures
REFERENCE DRAWINGS P11542-11-01-76-0602
5.0
-
Pipe s
11-01-79-1706 rev. 3
-
GA Civil Section V BCDS Area (NPCC Drawing Project no. P11500)
11-01-76-2630 rev. 2 (sht.3/6)
-
Layout for paving and pipe s - Water treatment area BCDS (NPCC Drawing Project no. P11500)
11-20-79-0215
-
GA Civil Pipe Foundation - WSW Cluster 16
MATERIAL DATA a.
Grade of structural steel BS En 10025: Yield strenght
=
250
N/mm2
b.
Grade of blinding concrete
=
20
N/mm2
c.
Grade of reinforced concrete
=
40
N/mm2
d. e.
Unit weight of concrete, γc
= =
24 460
KN/m3
Grade of reinforcement (BS 4449), fy
N/mm2
PROJECT:
ENGG. SERVICES FOR MISCELLANEOUS PMRFs BAB BATCH-4
ADCO DOCUMENT NO.
DOC. TITLE:
DESIGN CALCULATION OF PIPE S
11-01-83-0602 PAGE
CONTRACT NO.:
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PROJECT NO:
P11542
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DATE:
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6.0
SOIL DATA Soil parameters according to Geo-technical investigation for EPC for BAB THAMAMA G & HABSHAN 2, 1.8/MMBOPD PHASE-I DEVELOPMENT ADCO PROJECT No. P11500, doc. No.S10000066, Part 3 - BCDS AREA, Final Report. a. b.
Net allowable Bearing Pressure Unit weight of soil (γs1)
150
KN/m
=
18
KN/m
c.
Water Table level
=
d.
3 Modulus of Subgrade Reaction (ks = 3 kg/cm )
=
e.
Co-efficient of friction between concrete and soil
=
0.30
f.
Co-efficient of friction between concrete and polythene sheet
=
0.30
7.0
DESIGN LOADS FOR PIPE S
7.1
DEAD LOADS (DL)
2
=
3
N/A 29421 kN/m3
For the pipe s, the selfweight of the are included in the structural analysis using STAAD Pro. 7.2
PIPING LOADS Refer Appendix II for Piping Input.
7.3
WIND LOADS Wind Loads in X and Z directions are considered for the analysis of pipe s as follows: Wind loads are calculated based on ASCE/SEI 7-05. Wind load is calculated across the direction of Piping. Basic wind speed
Vb
=
44.7
Importance factor
I
=
1.15
Exposure category
=
C
Wind Directionality Factor, Kd (Table 6-4 of ASCE 7-05)
=
0.85
Topographic Factor, Kzt (Structural design criteria)
=
1
2
Velocity pressure
qz=0.613*Kz*Kzt*Kd*V *I
Height above G.L.
Exposure
Velocity Pressure
(m)
Kz
0-4.6
0.85
(kN/m2) 1.018
6.1
0.9
1.078
m/s
2
(N/m )
G - Gust effect factor for all structural
=
0.85
Cf - for circular , Diam. > 50mm
=
0.80
Cf - for Flat sided
=
2
=
1.0
Cs - Shielling coefficient (shielding effect neglected)
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ADCO DOCUMENT NO.
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PROJECT NO:
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(a) Wind force on Structual
F=(qz*G*Cf*Cs)*Af
kN
where Af = Projected Area (m2) F=(1.078 * 0.85 * 2 * 1) * Af F=
1.8326
*Af
UB203x133x25
0.203
Wind Load (kN/m) 0.37
UB254x146x31
0.251
0.46
PS-02 & PS-03
UC254x254x89
0.263
0.48
PS-04
UC254x254x89
0.263
0.48
Sl.No.
Member
PS-01
Width
(b) Wind force on Pipes
F=(qz*G*Cf*Cs)*D
kN/m
where D = Average Diameter of Pipe (m) F=(1.078 * 0.85 * 0.8 * 1) * D
7.4
D [m]
D[in]
F [kn/m]
0.273
10.00
0.201
0.350
14.00
0.257
SEISMIC LOAD CALCULATION: Seismic loads are calculated based on UBC 1997 UBC load generation is capable to calculate the natural period of vibration, base shear and distribute the lateral forces for each level automatically. Time period Time period of the structure is calculated based on clause 1630.2.2.1 (Method A). Ta = Ct*(hn)^0.75 Ct = hn =
0.085 4.82 m Ta=
0.277
Design base shear As per clause 1630.2.1, the total design base shear need not exceed the following: V = (2.5 * Ca * I / R) * W , where: Ca – seismic coefficient, as set forth in Table 16-Q 0.12 (considering Z = seismic zone '1', factor = 0.075, soil profile type: Sd = stiff soil profile) Ca= I = importance factor given in table 16-K 1.25 (occupancy category = 2 "Nonbuilding structures housing, ing or containing quantities of I= toxic or explosive substances that, if contained within a building, would cause that building to be classified as a Group H, Division 1, 2 or 7 Occupancy") R= numerical coefficient representative of the inherent overstrength and global ductility capacity of lateral force-resisting systems, as set forth in Table 16-N Rx=
2.2
Rz=
2.2
(Table 16-P UBC-97 - Factors for cantilevered column type structures)
W= Total dead load as per Clause 1630.1.1 of UBC-97
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8.0
BASIC LOAD CASES AND LOAD COMBINATIONS The Following are the Basic loads & Load combinations adopted for the analysis of Pipe s using STAAD Pro. V.8i Basic Loads: Load 1
DL
-
Structure selfweight
Load 2
LL
-
Live Load - Instrument cable trays weight considered
Load 3
PE
-
Piping Empty Loads
Load 4
PO
-
Piping Operating loads
Load 5
PT
-
Piping Test Loads
Load 6
FLT
-
Frication loads - Transvers
Load 7
FLL
-
Frication loads - Longitudinal.
Load 8
WLX
-
Wind load in X-DIR
Load 9
WLZ
-
Wind load in Z-DIR
Load 10
EQX
-
Earthquake load in X-DIR
Load 11
EQZ
-
Earthquake load in Z-DIR
Combinations for Bearing capacity and stability check. (STAAD Combinations 201-247) (For bearing capacity and stability check) 1 - 1.0DL+1.0 Emp 2 - 1.0DL+1.0 Emp ± 1.0 WL 3 - 1.0 DL + 1.0 Live+1.0 Oper 4 - 1.0 DL + 1.0 Live+1.0 Oper ± 1.0 FLT ± 1.0 FLL 5 - 1.0 DL + 1.0 Live+1.0 Oper ± 1.0 FLT ± 1.0 FLL ± 1.0 WL 6 - 1.0 DL + 1.0 Live+1.0 Oper ± 1.0 FLT ± 1.0 FLL ± 0.715 EQ 7 - 1.0 Test + 1.0 DL 8 - 1.0 DL + 1.0 Test ± 0.60 WL
Combinations for Strength Design. (STAAD Combinations 101-147) 1 - 1.4 DL+1.4 Emp 2 - 1.4 DL+1.4 Emp ± 1.4 WL 3 - 1.4 DL + 1.6 Live+1.4 Oper 4 - 1.4 DL + 1.6 Live+1.4 Oper ± 1.6 FLT ± 1.6 FLL 5 - 1.2 DL + 1.2 Live+1.2 Oper ± 1.2 FLT ± 1.2 FLL ± 1.2 WL 6 - 1.2DL + 1.0 Live+1.2 Oper ± 1.2 FLT ± 1.2 FLL ± 1.0EQ 7 - 1.4 Test + 1.4 DL 8 - 1.2 DL + 1.2 Test ± 0.72WL
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ADCO DOCUMENT NO.
DOC. TITLE:
DESIGN CALCULATION OF PIPE S
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PROJECT NO:
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DATE:
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9.0
STEEL STRUCTURE ANALYSIS & DESIGN Analysis and checking of pipe s is carried out using Staad Pro.V8i , based on BS 5950. The STAAD output is given in Appendix III Pipe PS-01
Dimensions
3D view
Beams
Nodes
Beams
Nodes
Pipe PS-02 & PS-03
Dimensions
3D view
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Pipe PS-04
Dimensions
3D view
Nodes
Beams
DEFLECTION CHECK Sway check Deflection calculation is being done using STAAD PRO v.8i at top of Pipe s with all unfactored load combinations (201-247) Allowable Load Combo deflection H/200
Pipe s
Maximum deflection (x)
Load Combo
Maximum deflection (z)
PS-01
2.390 mm
211
9.088 mm
220
24.10 mm
Safe
PS-02 & PS-03
8.196 mm
211
12.075 mm
223
24.10 mm
Safe
PS-04
5.336 mm
218
10.119 mm
219
24.10 mm
Safe
Remarks
As shown in the table above, the maximum displacements are less than the allowable deflection H/200. Vertical deflection check Vertical deflection of beams has been checked as per Structural Design Basis (30-99-75-0067). Pipe s
Maximum vertical deflection (y)
Load Combination
Allowable deflection L/180
Remarks
PS-01
1.394 mm
211
4.17 mm
Safe
PS-02 & PS-03
3.376 mm
211
6.94 mm
Safe
PS-04
0.417 mm
218
1.39 mm
Safe
PS-01
Maximum utility Ratio 0.192
PS-02 & PS-03
0.360
Safe
PS-04
0.164
Safe
Stress ratio is also checked: Pipe s
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10.0 PIPE FOUNDATIONS Scope of work for Foundation calculation consists of: - adequacy check of existing foundation for PS-01 - new foundation design for pipe s PS-02, 03, 04 - new concrete pipe s design PS-05 to PS-10, PS-29 to PS-32 and PS-33 to PS-35 All Pipe foundations are checked with the latest loads as per Appendix II. Isolated and combined foundations are designed in Mat 3D. Refer the Appendix V for details.
11.0 RESULT As a result of the structural analysis, the current arrangement of the pipe s is adequate. The foundation sizes are checked for bearing pressure, sliding & overturning, and found safe for all load combinations considered.
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Appendix - I DRAWINGS
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Appendix - II PIPING INPUT
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Appendix II CAESAR II 2011 SP3 Ver.5.30.03, (Build 120131) Date: JUN 27, 2012 Time: 15:29 Job: R:\J_AD110013_ADCO_MISC_PMRFS_BAB_BAT...\PW INJECTION PIPING Licensed To: LITWIN PEL LLC -- ID #14322 RESTRAINT SUMMARY REPORT: Loads On Restraints Various Load Cases LOAD CASE DEFINITION KEY CASE 1 (HYD) WW+HP CASE 2 (OPE) W+T1+P1 CASE 3 (OPE) W+T2+P1 CASE 4 (SUS) W+P1
NODE Load Case PS-01/60
1(HYD) 2(OPE) 3(OPE) 4(SUS)
FX N.
FY N.
Hydro test Max design Min design Sustained
FZ N. MX N.m.
MY N.m.
MZ N.m.
1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y; Rigid GUI w/gap -248 -13883 306 -3144 -10496 175 4612 -15434 413 -282 -14603 339 4612/L3 -15434/L3 413/L3
0 0 0 0
0 0 0 0
0 0 0 0
1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y 80 928 -544 81 928/L2
0 0 0 0
0 0 0 0
0 0 0 0
1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y; Rigid GUI w/gap 232 -6870 -12 1959 -6730 488 -2217 -7420 -204 245 -7294 -9 -2217/L3 -7420/L3 488/L2
1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y -879 -6184 1618 -5606 -2075 -6929 -942 -6607 -2075/L3 -6929/L3
PS-02/70
PS-03/80
PS-04/110
STEEL SUPP
STEEL SUPP -1836 -3102 -1814 -2043 -3102/L2
1 75 7 -7 75/L2
STEEL SUPP 0 0 0 0
0 0 0 0
0 0 0 0
STEEL SUPP 0 458 -130 0 458/L2
0 0 0 0
0 0 0 0
0 0 0 0
Appendix II PS-05/130 1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y; Rigid X 290 -9277 -2088 -9726 3401 -9406 311 -9651 3401/L3 -9726/L2
1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y 36 1879 -700 39 1879/L2
1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y; Rigid Z 115 -8695 -405 552 -1840 7050 -3627 -12090 -127 122 -8882 -430 -3627/L3 -12090/L3 7050/L2
0 0 0 0
0 0 0 0
0 0 0 0
1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y -393 -9580 -74 1648 -22031 -6401 -456 -4529 1280 -419 -9807 -78 1648/L2 -22031/L2 -6401/L2
0 0 0 0
0 0 0 0
0 0 0 0
1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y; Rigid X w/gap; Rigid Z w/gap -144 -2198 28 1062 -5982 300 -449 -1509 -60 -153 -2313 30 1062/L2 -5982/L2 300/L2
1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y 36 -1405 930 39 -1405/L2
-18903 430 -26688 -7882 -8388 2338 -19663 458 -26688/L2 -7882/L2
0 0 0 0
0 0 0 0
0 0 0 0
1(HYD) 2(OPE) 3(OPE) 4(SUS) MAX
Rigid +Y -20 16 953 -22 953/L3
-3972 -3445 -5096 -4109 -5096/L3
0 0 0 0
0 0 0 0
0 0 0 0
PS-06/185
PS-07/230
PS-08/335
PS-29/670
PS-10/1057
PS-09/1060
RC SUPP 128 2918 -2822 137 2918/L2
0 0 0 0
0 0 0 0
0 0 0 0
RC SUPP -5076 -8588 -3589 -5131 -8588/L2
-8 1762 -818 -8 1762/L2
0 0 0 0
0 0 0 0
0 0 0 0
RC SUPP
RC SUPP
RC SUPP 0 0 0 0
0 0 0 0
0 0 0 0
RC SUPP
RC SUPP -38 1034 -266 -41 1034/L2
EXISTING ON PS-01
EXISTING LOADS ON PS-01_ASSUMPTIONS
SUPPOR T A B C
LENGTH (m) WIND LOAD (kN/m) TOS EL DIAMETE DIAMETE (m) R (") R (m) X Z X Z 105.000 10 0.273 3.00 0.00 0.60 0.00 104.400 12 0.324 2.85 1.80 0.68 0.43 100.300 12 0.324 3.00 0.00 0.71 0.00 TOTAL ( +12" FLANGE GLOBE VALVE CLASS 300 = 720.21KG)
*C = EXISTING PS-0227 Wind force on Pipes F=(qz*G*Cf*Cs)*D= 0.73304 D where D = Average Diameter of Pipe (m) qz = G= Cf = Cs =
Pipe Dia 2" 3" 8" 10" 12" 20" 24"
1.078 0.85 0.8 1
kN/m2
Pipe Weight (kg/m) including Empty Water 7.47 9.37 15.26 19.52 64.57 94.03 95.85 142.19 131.95 197.50 310.91 473.95 441.26 676.86
kN/m
EMPTY (kN) 2.9 3.8 4.0 11.2
OPE (kN) 4.27 5.63 5.93 13.13
Appendix - III STRUCTURAL STEEL STAAD OUTPUT
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10/8/2012
**************************************************** * * * STAAD.Pro * * Version 2007 Build 04 * * Proprietary Program of * * Research Engineers, Intl. * * Date= JUL 20, 2012 * * Time= 13:51:56 * * * * ID: * ****************************************************
1. STAAD SPACE INPUT FILE: PS-01.STD 2. START JOB INFORMATION 3. ENGINEER DATE 9 JUL 2012 4. JOB NAME P11542 - PIPE 01 5. JOB CLIENT ADCO 6. ENGINEER NAME SBU 7. END JOB INFORMATION 8. **************************************************************** 9. INPUT WIDTH 79 10. **************************************************************** 11. UNIT METER KN 12. T COORDINATES 13. 25 0 100.3 4.5; 26 0 105.124 4.5; 27 0.900002 100.3 4.5 14. 28 0.900002 105.124 4.5; 29 0 104.4 4.5; 30 0.900002 104.4 4.5 15. 31 0 103.441 4.5; 32 0.900002 103.441 4.5; 33 0 102.429 4.5 16. 34 0.900002 102.429 4.5; 35 0 101.415 4.5; 36 0.900002 101.415 4.5 17. 37 1.646 105.124 4.5 18. MEMBER INCIDENCES 19. 24 26 29; 25 28 30; 26 26 28; 27 29 31; 28 30 32; 29 29 30; 30 31 33; 31 32 34 20. 32 31 32; 33 33 35; 34 34 36; 35 33 34; 36 35 25; 37 36 27; 38 35 36; 39 25 36 21. 40 35 34; 41 33 32; 42 31 30; 43 28 37 22. **************************************************************** 23. DEFINE MATERIAL START 24. ISOTROPIC STEEL 25. E 2.05E+008 26. POISSON 0.3 27. DENSITY 78.5 28. ALPHA 1.2E-005 29. DAMP 0.03 30. END DEFINE MATERIAL 31. **************************************************************** 32. **************************************************************** 33. MEMBER PROPERTY BRITISH 34. 24 25 27 28 30 31 33 34 36 37 TABLE ST UB254X146X31 35. 26 29 32 43 TABLE ST UB203X133X25 36. 35 38 TO 42 TABLE ST UA70X70X8 37. CONSTANTS 38. BETA 90 MEMB 24 25 27 28 30 31 33 34 36 37 39. BETA 45 MEMB 35 38 TO 42 40. *BETA 90 MEMB 2 41. MATERIAL STEEL ALL 42. **************************************************************** 43. S 44. 25 27 FIXED 45. **************************************************************** 46. MEMBER RELEASE 47. 39 TO 42 START MY MZ 48. 39 TO 42 END MY MZ 49. DEFINE UBC LOAD 50. **************************************************************** 51. ZONE 0.075 I 1.25 RWX 2.2 RWZ 2.2 STYP 4 52. SELFWEIGHT 1 53. ** 54. T WEIGHT 55. 26 WEIGHT 2.5
56. 57. 58. 59. 60. 61.
MEMBER WEIGHT **************************************************************** LOAD 10 EARTHQUAKE LOAD (EX) **************************************************************** UBC LOAD X 1 PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S ----------------------------------NUMBER OF TS/MEMBER+ELEMENTS/S =
13/
20/
2
SOLVER USED IS THE IN-CORE ADVANCED SOLVER TOTAL PRIMARY LOAD CASES =
1, TOTAL DEGREES OF FREEDOM =
66
*********************************************************** * * * X DIRECTION : Ta = 0.278 Tb = 0.057 T = 0.000 * * T = 0.057, LOAD FACTOR = 1.000 * * UBC TYPE = 97 * * UBC FACTOR V = 0.1705 x 6.98 = 1.19 KN * * * ***********************************************************
62. 63. 64. 65. 66. 67.
CHANGE **************************************************************** LOAD 11 EARTHQUAKE LOAD (EZ) **************************************************************** UBC LOAD Z 1 PERFORM ANALYSIS
*********************************************************** * * * Z DIRECTION : Ta = 0.278 Tb = 0.216 T = 0.000 * * T = 0.216, LOAD FACTOR = 1.000 * * UBC TYPE = 97 * * UBC FACTOR V = 0.1705 x 6.98 = 1.19 KN * * * ***********************************************************
68. 69. 70. 71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. 82. 83. 84. 85. 86. 87. 88. 89. 90. 91.
CHANGE **************************************************************** LOAD 1 LOADTYPE NONE TITLE DEAD LOADS - (DL) SELFWEIGHT Y -1 **************************************************************** **************************************************************** LOAD 2 LOADTYPE NONE TITLE LIVE LOADS (LL) T LOAD 26 28 TO 37 FX 0.0001 **************************************************************** **************************************************************** LOAD 3 LOADTYPE NONE TITLE PIPING EMPTY LOADS (PE) MEMBER LOAD 43 CON GX 0.282 0.496 43 CON GY -14.603 0.496 43 CON GZ 0.339 0.496 26 CON GY -2.9 0.4 29 CON GY -3.8 0.4 **************************************************************** **************************************************************** LOAD 4 LOADTYPE NONE TITLE PIPING OPERATING LOADS (PO) MEMBER LOAD 43 CON GX 4.612 0.496 43 CON GY -15.434 0.496
92. 93. 94. 95. 96. 97. 98. 99. 100. 101. 102. 103. 104. 105. 106. 107. 108. 109. 110. 111. 112. 113. 114. 115. 116. 117. 118. 119. 120. 121. 122. 123. 124. 125. 126. 127. 128. 129. 130. 131. 132. 133. 134. 135. 136. 137. 138. 139. 140. 141. 142. 143. 144. 145. 146. 147. 148. 149. 150. 151. 152. 153. 154. 155. 156. 157. 158. 159. 160. 161. 162.
43 CON GZ 0.413 0.496 26 CON GY -4.3 0.4 29 CON GY -5.6 0.4 **************************************************************** **************************************************************** LOAD 5 LOADTYPE NONE TITLE PIPING TEST LOADS (PT) MEMBER LOAD 43 CON GX -0.248 0.496 43 CON GY -13.883 0.496 43 CON GZ 0.306 0.496 **************************************************************** **************************************************************** LOAD 6 LOADTYPE NONE TITLE FRICTION LOADS - TRANSVERSE (FLT) **************************************************************** T LOAD 26 28 TO 37 FX 0.0001 **************************************************************** LOAD 7 LOADTYPE NONE TITLE FRICTION LOADS - LONG.(FLL) **************************************************************** T LOAD 26 28 TO 37 FX 0.0001 **************************************************************** LOAD 8 LOADTYPE NONE TITLE WIND LOAD X **************************************************************** MEMBER LOAD 24 25 27 28 30 31 33 34 36 37 UNI GX 0.46 43 CON GX 1 0.496 26 CON GX 0.6 0.4 29 CON GX 0.68 0.4 * 14 TO 16 18 TO 20 25 TO 27 UNI GX 0.70 FROM STEEL AND PIPES/TRAYS **************************************************************** LOAD 9 LOADTYPE NONE TITLE WIND LOAD Z **************************************************************** MEMBER LOAD 24 25 27 28 30 31 33 34 36 37 UNI GZ 0.27 26 29 32 43 UNI GZ 0.37 35 38 TO 42 UNI GZ 0.13 29 CON GZ 0.43 0.4 *WIND FROM VERTICAL TRAY 2.0M X 0.5 X0. 2.2 = 2.2KN *2.2/2 = 1.1KN AT T 15 21 *FACTORED LOAD COMBINATIONS FOR COLUMN, BEAMS FOUNDATION DESIGN **************************************************************** ***LOAD COMBINATIONS **** **************************************************************** ***ERECTION CONDITION*** **************************************************************** LOAD COMB 101 (DL+PE) 1 1.4 3 1.4 LOAD COMB 102 (DL+PE+WINDX) 1 1.4 3 1.4 8 1.4 LOAD COMB 103 (DL+PE-WINDX) 1 1.4 3 1.4 8 -1.4 LOAD COMB 104 (DL+PE+WINDZ) 1 1.4 3 1.4 9 1.4 LOAD COMB 105 (DL+PE-WINDZ) 1 1.4 3 1.4 9 -1.4 **************************************************************** ***OPERATION CONDITION*** **************************************************************** LOAD COMB 106 (DL+PO+LL) 1 1.4 4 1.4 2 1.6 LOAD COMB 107 (DL+PO+LL+FLT+FLL) 1 1.4 4 1.4 2 1.6 6 1.6 7 1.6 LOAD COMB 108 (DL+PO+LL-FLT+FLL) 1 1.4 4 1.4 2 1.6 6 -1.6 7 1.6 LOAD COMB 109 (DL+PO+LL+FLT-FLL) 1 1.4 4 1.4 2 1.6 6 1.6 7 -1.6 LOAD COMB 110 (DL+PO+LL-FLT-FLL) 1 1.4 4 1.4 2 1.6 6 -1.6 7 -1.6 ***OPERATION CONDITION + WINDX LOAD COMB 111 (DL+PO+LL+FLT+FLL+WINDX)
164. 165. 166. 167. 168. 169. 170. 171. 172. 173. 174. 175. 176. 177. 178. 179. 180. 181. 182. 183. 184. 185. 186. 187. 188. 189. 190. 191. 192. 193. 194. 195. 196. 197. 198. 199. 200. 201. 202. 203. 204. 205. 206. 207. 208. 209. 210. 211. 212. 213. 214. 215. 216. 217. 218. 219. 220. 221. 222. 223. 224. 225. 226. 227. 228. 229. 230. 231. 232. 233. 234. 235.
LOAD COMB 112 (DL+PO+LL-FLT+FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 8 1.2 LOAD COMB 113 (DL+PO+LL+FLT-FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 8 1.2 LOAD COMB 114 (DL+PO+LL-FLT-FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 8 1.2 *** ***OPERATION CONDITION - WINDX LOAD COMB 115 (DL+PO+LL+FLT+FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 8 -1.2 LOAD COMB 116 (DL+PO+LL-FLT+FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 8 -1.2 LOAD COMB 117 (DL+PO+LL+FLT-FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 8 -1.2 LOAD COMB 118 (DL+PO+LL-FLT-FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 8 -1.2 ***OPERATION CONDITION + WINDZ LOAD COMB 119 (DL+PO+LL+FLT+FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 9 1.2 LOAD COMB 120 (DL+PO+LL-FLT+FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 9 1.2 LOAD COMB 121 (DL+PO+LL+FLT-FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 9 1.2 LOAD COMB 122 (DL+PO+LL-FLT-FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 9 1.2 *** ***OPERATION CONDITION - WINDZ LOAD COMB 123 (DL+PO+LL+FLT+FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 9 -1.2 LOAD COMB 124 (DL+PO+LL-FLT+FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 9 -1.2 LOAD COMB 125 (DL+PO+LL+FLT-FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 9 -1.2 LOAD COMB 126 (DL+PO+LL-FLT-FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 9 -1.2 ***OPERATION CONDITION + EX LOAD COMB 127 (DL+PO+LL+FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 10 1.0 LOAD COMB 128 (DL+PO+LL-FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 10 1.0 LOAD COMB 129 (DL+PO+LL+FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 10 1.0 LOAD COMB 130 (DL+PO+LL-FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 10 1.0 *** ***OPERATION CONDITION - EX LOAD COMB 131 (DL+PO+LL+FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 10 -1.0 LOAD COMB 132 (DL+PO+LL-FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 10 -1.0 LOAD COMB 133 (DL+PO+LL+FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 10 -1.0 LOAD COMB 134 (DL+PO+LL-FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 10 -1.0 ***OPERATION CONDITION + EZ LOAD COMB 135 (DL+PO+LL+FLT+FLL+EZ) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 11 1.0 LOAD COMB 136 (DL+PO+LL-FLT+FLL+EZ) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 11 1.0 LOAD COMB 137 (DL+PO+LL+FLT-FLL+EZ) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 11 1.0 LOAD COMB 138 (DL+PO+LL-FLT-FLL+EZ) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 11 1.0 *** ***OPERATION CONDITION - EZ LOAD COMB 139 (DL+PO+LL+FLT+FLL-EZ) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 11 -1.0 LOAD COMB 140 (DL+PO+LL-FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 11 -1.0 LOAD COMB 141 (DL+PO+LL+FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 11 -1.0 LOAD COMB 142 (DL+PO+LL-FLT-FLL+EX)
236. 237. 238. 239. 240. 241. 242. 243. 244. 245. 246. 247. 248. 249. 250. 251. 252. 253. 254. 255. 256. 257. 258. 259. 260. 261. 262. 263. 264. 265. 266. 267. 268. 269. 270. 271. 272. 273. 274. 275. 276. 277. 278. 279. 280. 281. 282. 283. 284. 285. 286. 287. 288. 289. 290. 291. 292. 293. 294. 295. 296. 297. 298. 299. 300. 301. 302. 303. 304. 305. 306. 307.
1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 11 -1.0 **************************************************************** ***TEST CONDITION*** **************************************************************** LOAD COMB 143 (DL+TEST) 1 1.4 5 1.4 ***TEST + WINDX LOAD COMB 144 (DL+TEST+0.72 WINDX) 1 1.2 5 1.2 8 0.72 LOAD COMB 145 (DL+TEST-0.72 WINDX) 1 1.2 5 1.2 8 -0.72 ***TEST + WINDZ LOAD COMB 146 (DL+TEST+0.72 WINDX) 1 1.2 5 1.2 9 0.72 LOAD COMB 147 (DL+TEST-0.72 WINDX) 1 1.2 5 1.2 9 -0.72 *SERVICE LOAD COMBINATIONS **************************************************************** ***ERECTION CONDITION*** **************************************************************** LOAD COMB 201 (DL+PE) 1 1.0 3 1.0 LOAD COMB 202 (DL+PE+WINDX) 1 1.0 3 1.0 8 1.0 LOAD COMB 203 (DL+PE-WINDX) 1 1.0 3 1.0 8 -1.0 LOAD COMB 204 (DL+PE+WINDZ) 1 1.0 3 1.0 9 1.0 LOAD COMB 205 (DL+PE-WINDZ) 1 1.0 3 1.0 9 -1.0 **************************************************************** ***OPERATION CONDITION*** **************************************************************** LOAD COMB 206 (DL+PO+LL) 1 1.0 4 1.0 2 1.0 LOAD COMB 207 (DL+PO+LL+FLT+FLL) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 LOAD COMB 208 (DL+PO+LL-FLT+FLL) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 LOAD COMB 209 (DL+PO+LL+FLT-FLL) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 LOAD COMB 210 (DL+PO+LL-FLT-FLL) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 ***OPERATION CONDITION + WINDX LOAD COMB 211 (DL+PO+LL+FLT+FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 8 1.0 LOAD COMB 212 (DL+PO+LL-FLT+FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 8 1.0 LOAD COMB 213 (DL+PO+LL+FLT-FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 8 1.0 LOAD COMB 214 (DL+PO+LL-FLT-FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 8 1.0 *** ***OPERATION CONDITION - WINDX LOAD COMB 215 (DL+PO+LL+FLT+FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 8 -1.0 LOAD COMB 216 (DL+PO+LL-FLT+FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 8 -1.0 LOAD COMB 217 (DL+PO+LL+FLT-FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 8 -1.0 LOAD COMB 218 (DL+PO+LL-FLT-FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 8 -1.0 ***OPERATION CONDITION + WINDZ LOAD COMB 219 (DL+PO+LL+FLT+FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 9 1.0 LOAD COMB 220 (DL+PO+LL-FLT+FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 9 1.0 LOAD COMB 221 (DL+PO+LL+FLT-FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 9 1.0 LOAD COMB 222 (DL+PO+LL-FLT-FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 9 1.0 ***
308. 309. 310. 311. 312. 313. 314. 315. 316. 317. 318. 319. 320. 321. 322. 323. 324. 325. 326. 327. 328. 329. 330. 331. 332. 333. 334. 335. 336. 337. 338. 339. 340. 341. 342. 343. 344. 345. 346. 347. 348. 349. 350. 351. 352. 353. 354. 355. 356. 357. 358. 359. 360. 361. 362. 363. 364. 365. 366. 367. 368. 369. 370. 371.
***OPERATION CONDITION - WINDZ LOAD COMB 223 (DL+PO+LL+FLT+FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 9 -1.0 LOAD COMB 224 (DL+PO+LL-FLT+FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 9 -1.0 LOAD COMB 225 (DL+PO+LL+FLT-FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 9 -1.0 LOAD COMB 226 (DL+PO+LL-FLT-FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 9 -1.0 ***OPERATION CONDITION + EX LOAD COMB 227 (DL+PO+LL+FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 10 0.715 LOAD COMB 228 (DL+PO+LL-FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 10 0.715 LOAD COMB 229 (DL+PO+LL+FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 10 0.715 LOAD COMB 230 (DL+PO+LL-FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 10 0.715 *** ***OPERATION CONDITION - EX LOAD COMB 231 (DL+PO+LL+FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 10 -0.715 LOAD COMB 232 (DL+PO+LL-FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 10 -0.715 LOAD COMB 233 (DL+PO+LL+FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 10 -0.715 LOAD COMB 234 (DL+PO+LL-FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 10 -0.715 ***OPERATION CONDITION + EZ LOAD COMB 235 (DL+PO+LL+FLT+FLL+EZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 11 0.715 LOAD COMB 236 (DL+PO+LL-FLT+FLL+EZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 11 0.715 LOAD COMB 237 (DL+PO+LL+FLT-FLL+EZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 11 0.715 LOAD COMB 238 (DL+PO+LL-FLT-FLL+EZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 11 0.715 *** ***OPERATION CONDITION - EZ LOAD COMB 239 (DL+PO+LL+FLT+FLL-EZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 11 -0.715 LOAD COMB 240 (DL+PO+LL-FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 11 -0.715 LOAD COMB 241 (DL+PO+LL+FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 11 -0.715 LOAD COMB 242 (DL+PO+LL-FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 11 -0.715 **************************************************************** ***TEST CONDITION*** **************************************************************** LOAD COMB 243 (DL+TEST) 1 1.0 5 1.0 ***TEST + WINDX LOAD COMB 244 (DL+TEST+0.6 WINDX) 1 1.0 5 1.0 8 0.6 LOAD COMB 245 (DL+TEST-0.6 WINDX) 1 1.0 5 1.0 8 -0.6 ***TEST + WINDZ LOAD COMB 246 (DL+TEST+0.6 WINDX) 1 1.0 5 1.0 9 0.6 LOAD COMB 247 (DL+TEST-0.6 WINDX) 1 1.0 5 1.0 9 -0.6 ****************************************************** PERFORM ANALYSIS
372. 373. 374. 375. 376.
DEFINE ENVELOP 201 TO 247 ENVELOP 1 TYPE SERVICEABILITY 101 TO 147 ENVELOP 2 TYPE STRESS 1 TO 11 ENVELOP 3 TYPE CONNECTION END DEFINE ENVELOP
378. 379. 380. 381. 382. 383. 384. 385.
PARAMETER 1 CODE BS5950 PY 250000 ALL DFF 180 MEMB 43 DFF 300 MEMB 26 29 32 35 38 LOAD LIST 201 TO 247 LOAD LIST 101 TO 147 CHECK CODE ALL
STAAD.Pro CODE CHECKING - (BSI ) *********************** PROGRAM CODE REVISION V2.12_5950-1_2000
ALL UNITS ARE - KN MEMBER
METE (UNLESS OTHERWISE NOTED)
TABLE
RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
24 ST UB254X146X31 25 ST 26 ST 27 ST 28 ST 29 ST 30 ST 31 ST 32 ST 33 ST 34 ST 35 ST 36 ST 37 ST 38 ST 39 ST 40 ST 41 ST 42 ST 43 ST
9.69 T UB254X146X31 32.35 C UB203X133X25 5.32 T UB254X146X31 9.51 T UB254X146X31 52.41 C UB203X133X25 6.58 C UB254X146X31 12.95 T UB254X146X31 39.07 C UB203X133X25 8.55 C UB254X146X31 18.07 T UB254X146X31 40.16 C UA70X70X8 10.74 C UB254X146X31 23.98 T UB254X146X31 41.05 C UA70X70X8 11.51 C UA70X70X8 12.05 C UA70X70X8 10.48 C UA70X70X8 7.96 C UA70X70X8 11.85 T UB203X133X25 6.46 T
BS-4.8.2.2 2.16 BS-4.8.3.3.2 2.06 BS-4.8.2.2 -0.27 BS-4.8.2.2 0.45 BS-4.7 (C) 0.49 BS-4.2.3-(Y) 0.00 BS-4.8.2.2 0.14 ANNEX I.1 0.07 ANNEX I.1 0.00 BS-4.8.2.2 0.05 ANNEX I.1 0.06 BS-4.8.3.3.1 0.08 BS-4.8.2.2 0.46 ANNEX I.1 0.14 BS-4.8.3.3.1 0.09 BS-4.8.3.3.1 0.01 BS-4.8.3.3.1 0.01 BS-4.8.3.3.1 0.01 BS-4.8.2.2 -0.01 BS-4.8.2.2 0.29
0.104 -0.01 0.111 0.51 0.183 -10.33 0.033 -0.41 0.055 1.45 0.043 -1.98 0.053 -3.32 0.074 6.92 0.015 0.95 0.078 -5.68 0.113 10.86 0.118 0.07 0.135 -8.87 0.169 15.89 0.130 0.08 0.112 0.01 0.093 0.01 0.073 0.01 0.053 -0.01 0.192 10.82
111 0.00 111 107 0.90 111 0.96 107 0.96 111 0.90 123 1.01 104 111 123 1.01 104 111 123 1.12 104 111 103 103 103 111 0.66 107 0.00
************** END OF TABULATED RESULT OF DESIGN **************
386. ***************************************************** 387. LOAD LIST 1 TO 11
STEEL TAKE-OFF -------------PROFILE ST ST ST
LENGTH(METE)
UB254X146X31 UB203X133X25 UA70X70X8
WEIGHT(KN
)
9.65 3.45 7.26
3.007 0.866 0.610 ---------------TOTAL = 4.482
************ END OF DATA FROM INTERNAL STORAGE ************
389. 390. 391. 392. 393.
PARAMETER 2 CODE BS5950 LZ 4.82 MEMB 24 25 27 28 30 31 33 34 36 37 KZ 2.1 MEMB 24 25 27 28 30 31 33 34 36 37 FINISH
*********** END OF THE STAAD.Pro RUN *********** **** DATE= JUL 20,2012
TIME= 13:51:59 ****
************************************************************ * For questions on STAAD.Pro, please * * Research Engineers Offices at the following locations * * * * Telephone Email * * USA: +1 (714)974-2500 [email protected] * ************************************************************
**************************************************** * * * STAAD.Pro * * Version 2007 Build 04 * * Proprietary Program of * * Research Engineers, Intl. * * Date= JUL 20, 2012 * * Time= 13:54:36 * * * * ID: * ****************************************************
1. STAAD SPACE INPUT FILE: PS-02 PS-03.STD 2. START JOB INFORMATION 3. ENGINEER DATE 17JUL2012 4. JOB NAME P11542 - PIPE 02 03 5. JOB CLIENT ADCO 6. ENGINEER NAME SBU 7. END JOB INFORMATION 8. **************************************************************** 9. INPUT WIDTH 79 10. **************************************************************** 11. UNIT METER KN 12. T COORDINATES 13. 25 0 100.3 4.5; 26 0 105.124 4.5; 27 1.25 105.124 4.5; 28 0 100.3 7.30001 14. 29 0 105.124 7.30001; 30 1.25 105.124 7.30001; 31 0 105.124 5.9 15. 32 1.25 105.124 5.9; 33 0 103.874 4.5; 34 0 103.874 7.30001 16. MEMBER INCIDENCES 17. 24 26 33; 25 26 27; 26 29 34; 27 29 30; 28 26 31; 29 27 32; 30 31 29; 31 32 30 18. 32 31 32; 33 26 32; 34 32 29; 35 33 25; 36 34 28; 37 33 27; 38 34 30 19. **************************************************************** 20. DEFINE MATERIAL START 21. ISOTROPIC STEEL 22. E 2.05E+008 23. POISSON 0.3 24. DENSITY 78.5 25. ALPHA 1.2E-005 26. DAMP 0.03 27. END DEFINE MATERIAL 28. **************************************************************** 29. MEMBER PROPERTY BRITISH 30. 24 TO 27 35 36 TABLE ST UC254X254X89 31. 28 TO 31 TABLE ST UC203X203X46 32. 32 TO 34 37 38 TABLE ST UA80X80X8 33. **************************************************************** 34. CONSTANTS 35. BETA 45 MEMB 33 34 36. *BETA 90 MEMB 2 37. MATERIAL STEEL ALL 38. **************************************************************** 39. S 40. 25 28 FIXED 41. **************************************************************** 42. MEMBER RELEASE 43. 28 29 32 TO 34 37 38 START MY MZ 44. 30 TO 33 37 38 END MY MZ 45. DEFINE UBC LOAD 46. **************************************************************** 47. ZONE 0.075 I 1.25 RWX 2.2 RWZ 2.2 STYP 4 48. SELFWEIGHT 1 49. ** 50. T WEIGHT 51. 26 WEIGHT 2.5 52. MEMBER WEIGHT 53. **************************************************************** 54. LOAD 10 EARTHQUAKE LOAD (EX) 55. ****************************************************************
56. UBC LOAD X 1 57. PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S ----------------------------------NUMBER OF TS/MEMBER+ELEMENTS/S =
10/
15/
2
SOLVER USED IS THE IN-CORE ADVANCED SOLVER TOTAL PRIMARY LOAD CASES =
1, TOTAL DEGREES OF FREEDOM =
48
*********************************************************** * * * X DIRECTION : Ta = 0.278 Tb = 0.175 T = 0.000 * * T = 0.175, LOAD FACTOR = 1.000 * * UBC TYPE = 97 * * UBC FACTOR V = 0.1705 x 16.68 = 2.84 KN * * * ***********************************************************
58. 59. 60. 61. 62. 63.
CHANGE **************************************************************** LOAD 11 EARTHQUAKE LOAD (EZ) **************************************************************** UBC LOAD Z 1 PERFORM ANALYSIS
*********************************************************** * * * Z DIRECTION : Ta = 0.278 Tb = 0.285 T = 0.000 * * T = 0.285, LOAD FACTOR = 1.000 * * UBC TYPE = 97 * * UBC FACTOR V = 0.1705 x 16.68 = 2.84 KN * * * ***********************************************************
64. 65. 66. 67. 68. 69. 70. 71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. 82. 83. 84. 85. 86. 87. 88. 89. 90. 91.
CHANGE **************************************************************** LOAD 1 LOADTYPE NONE TITLE DEAD LOADS - (DL) SELFWEIGHT Y -1 **************************************************************** **************************************************************** LOAD 2 LOADTYPE NONE TITLE LIVE LOADS (LL) T LOAD 26 29 31 33 34 FX 0.0001 **************************************************************** **************************************************************** LOAD 3 LOADTYPE NONE TITLE PIPING EMPTY LOADS (PE) **************************************************************** MEMBER LOAD 27 CON GZ 0.245 1 27 CON GY -7.294 1 27 CON GX 0.009 1 25 CON GY -2.043 1 25 CON GZ 0.081 1 25 CON GX 0.007 1 **************************************************************** LOAD 4 LOADTYPE NONE TITLE PIPING OPERATING LOADS (PO) **************************************************************** MEMBER LOAD 27 CON GZ -2.217 1 27 CON GY -7.42 1 27 CON GX -0.488 1 25 CON GY -3.102 1
92. 93. 94. 95. 96. 97. 98. 99. 100. 101. 102. 103. 104. 105. 106. 107. 108. 109. 110. 111. 112. 113. 114. 115. 116. 117. 118. 119. 120. 121. 122. 123. 124. 125. 126. 127. 128. 129. 130. 131. 132. 133. 134. 135. 136. 137. 138. 139. 140. 141. 142. 143. 144. 145. 146. 147. 148. 149. 150. 151. 152. 153. 154. 155. 156. 157. 158. 159. 160. 161. 162.
25 CON GZ 0.928 1 25 CON GX -0.075 1 **************************************************************** LOAD 5 LOADTYPE NONE TITLE PIPING TEST LOADS (PT) **************************************************************** MEMBER LOAD 27 CON GZ 0.232 1 27 CON GY -6.87 1 27 CON GX 0.012 1 25 CON GY -1.84 1 25 CON GZ 0.08 1 25 CON GX -0.001 1 **************************************************************** LOAD 6 LOADTYPE NONE TITLE FRICTION LOADS - TRANSVERSE (FLT) **************************************************************** MEMBER LOAD 25 27 32 CON GX 1E-005 1 **************************************************************** LOAD 7 LOADTYPE NONE TITLE FRICTION LOADS - LONG.(FLL) **************************************************************** MEMBER LOAD 25 27 32 CON GX 1E-005 1 **************************************************************** LOAD 8 LOADTYPE NONE TITLE WIND LOAD X **************************************************************** MEMBER LOAD 24 26 35 36 UNI GX 0.48 T LOAD 29 34 FX 0.99 MEMBER LOAD 28 TO 31 UNI GX 0.39 T LOAD 26 33 FX 1.06 * 14 TO 16 18 TO 20 25 TO 27 UNI GX 0.70 FROM STEEL AND PIPES/TRAYS **************************************************************** LOAD 9 LOADTYPE NONE TITLE WIND LOAD Z **************************************************************** MEMBER LOAD 24 TO 27 32 35 36 UNI GZ 0.48 24 26 35 36 UNI GZ 0.48 *WIND FROM VERTICAL TRAY 2.0M X 0.5 X0. 2.2 = 2.2KN *2.2/2 = 1.1KN AT T 15 21 *FACTORED LOAD COMBINATIONS FOR COLUMN, BEAMS FOUNDATION DESIGN **************************************************************** ***LOAD COMBINATIONS **** **************************************************************** ***ERECTION CONDITION*** **************************************************************** LOAD COMB 101 (DL+PE) 1 1.4 3 1.4 LOAD COMB 102 (DL+PE+WINDX) 1 1.4 3 1.4 8 1.4 LOAD COMB 103 (DL+PE-WINDX) 1 1.4 3 1.4 8 -1.4 LOAD COMB 104 (DL+PE+WINDZ) 1 1.4 3 1.4 9 1.4 LOAD COMB 105 (DL+PE-WINDZ) 1 1.4 3 1.4 9 -1.4 **************************************************************** ***OPERATION CONDITION*** **************************************************************** LOAD COMB 106 (DL+PO+LL) 1 1.4 4 1.4 2 1.6 LOAD COMB 107 (DL+PO+LL+FLT+FLL) 1 1.4 4 1.4 2 1.6 6 1.6 7 1.6 LOAD COMB 108 (DL+PO+LL-FLT+FLL) 1 1.4 4 1.4 2 1.6 6 -1.6 7 1.6 LOAD COMB 109 (DL+PO+LL+FLT-FLL) 1 1.4 4 1.4 2 1.6 6 1.6 7 -1.6 LOAD COMB 110 (DL+PO+LL-FLT-FLL) 1 1.4 4 1.4 2 1.6 6 -1.6 7 -1.6
164. 165. 166. 167. 168. 169. 170. 171. 172. 173. 174. 175. 176. 177. 178. 179. 180. 181. 182. 183. 184. 185. 186. 187. 188. 189. 190. 191. 192. 193. 194. 195. 196. 197. 198. 199. 200. 201. 202. 203. 204. 205. 206. 207. 208. 209. 210. 211. 212. 213. 214. 215. 216. 217. 218. 219. 220. 221. 222. 223. 224. 225. 226. 227. 228. 229. 230. 231. 232. 233. 234. 235.
LOAD COMB 111 (DL+PO+LL+FLT+FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 8 1.2 LOAD COMB 112 (DL+PO+LL-FLT+FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 8 1.2 LOAD COMB 113 (DL+PO+LL+FLT-FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 8 1.2 LOAD COMB 114 (DL+PO+LL-FLT-FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 8 1.2 *** ***OPERATION CONDITION - WINDX LOAD COMB 115 (DL+PO+LL+FLT+FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 8 -1.2 LOAD COMB 116 (DL+PO+LL-FLT+FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 8 -1.2 LOAD COMB 117 (DL+PO+LL+FLT-FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 8 -1.2 LOAD COMB 118 (DL+PO+LL-FLT-FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 8 -1.2 ***OPERATION CONDITION + WINDZ LOAD COMB 119 (DL+PO+LL+FLT+FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 9 1.2 LOAD COMB 120 (DL+PO+LL-FLT+FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 9 1.2 LOAD COMB 121 (DL+PO+LL+FLT-FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 9 1.2 LOAD COMB 122 (DL+PO+LL-FLT-FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 9 1.2 *** ***OPERATION CONDITION - WINDZ LOAD COMB 123 (DL+PO+LL+FLT+FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 9 -1.2 LOAD COMB 124 (DL+PO+LL-FLT+FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 9 -1.2 LOAD COMB 125 (DL+PO+LL+FLT-FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 9 -1.2 LOAD COMB 126 (DL+PO+LL-FLT-FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 9 -1.2 ***OPERATION CONDITION + EX LOAD COMB 127 (DL+PO+LL+FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 10 1.0 LOAD COMB 128 (DL+PO+LL-FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 10 1.0 LOAD COMB 129 (DL+PO+LL+FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 10 1.0 LOAD COMB 130 (DL+PO+LL-FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 10 1.0 *** ***OPERATION CONDITION - EX LOAD COMB 131 (DL+PO+LL+FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 10 -1.0 LOAD COMB 132 (DL+PO+LL-FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 10 -1.0 LOAD COMB 133 (DL+PO+LL+FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 10 -1.0 LOAD COMB 134 (DL+PO+LL-FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 10 -1.0 ***OPERATION CONDITION + EZ LOAD COMB 135 (DL+PO+LL+FLT+FLL+EZ) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 11 1.0 LOAD COMB 136 (DL+PO+LL-FLT+FLL+EZ) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 11 1.0 LOAD COMB 137 (DL+PO+LL+FLT-FLL+EZ) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 11 1.0 LOAD COMB 138 (DL+PO+LL-FLT-FLL+EZ) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 11 1.0 *** ***OPERATION CONDITION - EZ LOAD COMB 139 (DL+PO+LL+FLT+FLL-EZ) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 11 -1.0 LOAD COMB 140 (DL+PO+LL-FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 11 -1.0 LOAD COMB 141 (DL+PO+LL+FLT-FLL+EX)
236. 237. 238. 239. 240. 241. 242. 243. 244. 245. 246. 247. 248. 249. 250. 251. 252. 253. 254. 255. 256. 257. 258. 259. 260. 261. 262. 263. 264. 265. 266. 267. 268. 269. 270. 271. 272. 273. 274. 275. 276. 277. 278. 279. 280. 281. 282. 283. 284. 285. 286. 287. 288. 289. 290. 291. 292. 293. 294. 295. 296. 297. 298. 299. 300. 301. 302. 303. 304. 305. 306. 307.
1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 11 -1.0 LOAD COMB 142 (DL+PO+LL-FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 11 -1.0 **************************************************************** ***TEST CONDITION*** **************************************************************** LOAD COMB 143 (DL+TEST) 1 1.4 5 1.4 ***TEST + WINDX LOAD COMB 144 (DL+TEST+0.72 WINDX) 1 1.2 5 1.2 8 0.72 LOAD COMB 145 (DL+TEST-0.72 WINDX) 1 1.2 5 1.2 8 -0.72 ***TEST + WINDZ LOAD COMB 146 (DL+TEST+0.72 WINDX) 1 1.2 5 1.2 9 0.72 LOAD COMB 147 (DL+TEST-0.72 WINDX) 1 1.2 5 1.2 9 -0.72 *SERVICE LOAD COMBINATIONS **************************************************************** ***ERECTION CONDITION*** **************************************************************** LOAD COMB 201 (DL+PE) 1 1.0 3 1.0 LOAD COMB 202 (DL+PE+WINDX) 1 1.0 3 1.0 8 1.0 LOAD COMB 203 (DL+PE-WINDX) 1 1.0 3 1.0 8 -1.0 LOAD COMB 204 (DL+PE+WINDZ) 1 1.0 3 1.0 9 1.0 LOAD COMB 205 (DL+PE-WINDZ) 1 1.0 3 1.0 9 -1.0 **************************************************************** ***OPERATION CONDITION*** **************************************************************** LOAD COMB 206 (DL+PO+LL) 1 1.0 4 1.0 2 1.0 LOAD COMB 207 (DL+PO+LL+FLT+FLL) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 LOAD COMB 208 (DL+PO+LL-FLT+FLL) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 LOAD COMB 209 (DL+PO+LL+FLT-FLL) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 LOAD COMB 210 (DL+PO+LL-FLT-FLL) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 ***OPERATION CONDITION + WINDX LOAD COMB 211 (DL+PO+LL+FLT+FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 8 1.0 LOAD COMB 212 (DL+PO+LL-FLT+FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 8 1.0 LOAD COMB 213 (DL+PO+LL+FLT-FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 8 1.0 LOAD COMB 214 (DL+PO+LL-FLT-FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 8 1.0 *** ***OPERATION CONDITION - WINDX LOAD COMB 215 (DL+PO+LL+FLT+FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 8 -1.0 LOAD COMB 216 (DL+PO+LL-FLT+FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 8 -1.0 LOAD COMB 217 (DL+PO+LL+FLT-FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 8 -1.0 LOAD COMB 218 (DL+PO+LL-FLT-FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 8 -1.0 ***OPERATION CONDITION + WINDZ LOAD COMB 219 (DL+PO+LL+FLT+FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 9 1.0 LOAD COMB 220 (DL+PO+LL-FLT+FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 9 1.0 LOAD COMB 221 (DL+PO+LL+FLT-FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 9 1.0 LOAD COMB 222 (DL+PO+LL-FLT-FLL+WINDZ)
308. 309. 310. 311. 312. 313. 314. 315. 316. 317. 318. 319. 320. 321. 322. 323. 324. 325. 326. 327. 328. 329. 330. 331. 332. 333. 334. 335. 336. 337. 338. 339. 340. 341. 342. 343. 344. 345. 346. 347. 348. 349. 350. 351. 352. 353. 354. 355. 356. 357. 358. 359. 360. 361. 362. 363. 364. 365. 366. 367. 368. 369. 370. 371. 372. 373.
1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 9 1.0 *** ***OPERATION CONDITION - WINDZ LOAD COMB 223 (DL+PO+LL+FLT+FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 9 -1.0 LOAD COMB 224 (DL+PO+LL-FLT+FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 9 -1.0 LOAD COMB 225 (DL+PO+LL+FLT-FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 9 -1.0 LOAD COMB 226 (DL+PO+LL-FLT-FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 9 -1.0 ***OPERATION CONDITION + EX LOAD COMB 227 (DL+PO+LL+FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 10 0.715 LOAD COMB 228 (DL+PO+LL-FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 10 0.715 LOAD COMB 229 (DL+PO+LL+FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 10 0.715 LOAD COMB 230 (DL+PO+LL-FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 10 0.715 *** ***OPERATION CONDITION - EX LOAD COMB 231 (DL+PO+LL+FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 10 -0.715 LOAD COMB 232 (DL+PO+LL-FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 10 -0.715 LOAD COMB 233 (DL+PO+LL+FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 10 -0.715 LOAD COMB 234 (DL+PO+LL-FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 10 -0.715 ***OPERATION CONDITION + EZ LOAD COMB 235 (DL+PO+LL+FLT+FLL+EZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 11 0.715 LOAD COMB 236 (DL+PO+LL-FLT+FLL+EZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 11 0.715 LOAD COMB 237 (DL+PO+LL+FLT-FLL+EZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 11 0.715 LOAD COMB 238 (DL+PO+LL-FLT-FLL+EZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 11 0.715 *** ***OPERATION CONDITION - EZ LOAD COMB 239 (DL+PO+LL+FLT+FLL-EZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 11 -0.715 LOAD COMB 240 (DL+PO+LL-FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 11 -0.715 LOAD COMB 241 (DL+PO+LL+FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 11 -0.715 LOAD COMB 242 (DL+PO+LL-FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 11 -0.715 **************************************************************** ***TEST CONDITION*** **************************************************************** LOAD COMB 243 (DL+TEST) 1 1.0 5 1.0 ***TEST + WINDX LOAD COMB 244 (DL+TEST+0.6 WINDX) 1 1.0 5 1.0 8 0.6 LOAD COMB 245 (DL+TEST-0.6 WINDX) 1 1.0 5 1.0 8 -0.6 ***TEST + WINDZ LOAD COMB 246 (DL+TEST+0.6 WINDX) 1 1.0 5 1.0 9 0.6 LOAD COMB 247 (DL+TEST-0.6 WINDX) 1 1.0 5 1.0 9 -0.6 ****************************************************** PERFORM ANALYSIS
374. DEFINE ENVELOP 375. 201 TO 247 ENVELOP 1 TYPE SERVICEABILITY 376. 101 TO 147 ENVELOP 2 TYPE STRESS
378. 379. 380. 381. 382. 383. 384. 385. 386. 387. 388. 389. 390. 391. 392.
END DEFINE ENVELOP ****************************************************** PARAMETER 1 CODE BS5950 DJ1 26 MEMB 28 30 DJ2 29 MEMB 28 30 DJ2 30 MEMB 29 31 DJ1 27 MEMB 29 31 PY 250000 ALL DFF 180 MEMB 25 27 32 DFF 300 MEMB 28 TO 31 RATIO 0.9 ALL LOAD LIST 201 TO 247 LOAD LIST 101 TO 147 STEEL TAKE OFF LIST 24 TO 38
STEEL TAKE-OFF -------------PROFILE ST ST ST
LENGTH(METE)
UC254X254X89 UC203X203X46 UA80X80X8
WEIGHT(KN
)
12.15 5.60 8.54
10.776 2.580 0.825 ---------------TOTAL = 14.181
************ END OF DATA FROM INTERNAL STORAGE ************
393. CHECK CODE ALL
STAAD.Pro CODE CHECKING - (BSI ) *********************** PROGRAM CODE REVISION V2.12_5950-1_2000
ALL UNITS ARE - KN MEMBER
METE (UNLESS OTHERWISE NOTED)
TABLE
RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
24 ST UC254X254X89 25 ST UC254X254X89 26 ST UC254X254X89 27 ST UC254X254X89 28 ST UC203X203X46 29 ST UC203X203X46 30 ST UC203X203X46 31 ST UC203X203X46 32 ST UA80X80X8 33 ST UA80X80X8 34 ST UA80X80X8 35 ST UC254X254X89
4.54 C 4.59 T 7.26 C 9.08 T 0.93 C 0.31 T 0.93 C 0.22 T 0.01 C 1.87 C 0.00 T
ANNEX I.1 2.80 BS-4.2.3-(Y) 0.00 ANNEX I.1 2.45 BS-4.2.3-(Y) 0.00 ANNEX I.1 0.11 BS-4.8.2.2 0.02 ANNEX I.1 0.11 BS-4.8.2.2 -0.02 BS-4.8.3.3.1 0.13 BS-4.8.3.3.1 0.04 BS-4.9 0.90 ANNEX I.1
0.039 6.00 0.008 -0.01 0.057 12.02 0.019 0.01 0.008 0.69 0.010 1.12 0.008 0.69 0.010 -1.12 0.051 0.03 0.039 0.04 0.360 0.20 0.187
104 106 1.25 104 102 1.25 102 105 1.40 102 105 0.00 105 115 123 0.16 104
36 ST UC254X254X89 20.34 C 37 ST UA80X80X8 6.58 C 38 ST UA80X80X8 12.45 C
ANNEX I.1 22.67 BS-4.8.3.3.1 0.00 BS-4.8.3.3.1 0.00
0.201 12.02 0.069 0.04 0.116 0.04
104 106 102 -
************** END OF TABULATED RESULT OF DESIGN **************
394. FINISH
*********** END OF THE STAAD.Pro RUN *********** **** DATE= JUL 20,2012
TIME= 13:54:39 ****
************************************************************ * For questions on STAAD.Pro, please * * Research Engineers Offices at the following locations * * * * Telephone Email * * USA: +1 (714)974-2500 [email protected] * ************************************************************
**************************************************** * * * STAAD.Pro * * Version 2007 Build 04 * * Proprietary Program of * * Research Engineers, Intl. * * Date= JUL 20, 2012 * * Time= 13:55:55 * * * * ID: * ****************************************************
1. STAAD SPACE INPUT FILE: PS-04.STD 2. START JOB INFORMATION 3. ENGINEER DATE 9 JUL 2012 4. JOB NAME P11542 - PIPE 04 5. JOB CLIENT ADCO 6. ENGINEER NAME SBU 7. END JOB INFORMATION 8. **************************************************************** 9. INPUT WIDTH 79 10. **************************************************************** 11. UNIT METER KN 12. T COORDINATES 13. 25 0 100.3 4.5; 26 0 105.124 4.5; 27 0.250001 105.124 4.5 14. 28 -0.250001 105.124 4.5 15. MEMBER INCIDENCES 16. 24 26 25; 25 28 26; 26 26 27 17. **************************************************************** 18. DEFINE MATERIAL START 19. ISOTROPIC STEEL 20. E 2.05E+008 21. POISSON 0.3 22. DENSITY 78.5 23. ALPHA 1.2E-005 24. DAMP 0.03 25. END DEFINE MATERIAL 26. **************************************************************** 27. MEMBER PROPERTY BRITISH 28. 24 TO 26 TABLE ST UC254X254X89 29. **************************************************************** 30. CONSTANTS 31. *BETA 90 MEMB 2 32. MATERIAL STEEL ALL 33. **************************************************************** 34. S 35. 25 FIXED 36. **************************************************************** 37. DEFINE UBC LOAD 38. **************************************************************** 39. ZONE 0.075 I 1.25 RWX 2.2 RWZ 2.2 STYP 4 40. SELFWEIGHT 1 41. ** 42. T WEIGHT 43. 26 WEIGHT 2.5 44. MEMBER WEIGHT 45. **************************************************************** 46. LOAD 10 EARTHQUAKE LOAD (EX) 47. **************************************************************** 48. UBC LOAD X 1 49. PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S -----------------------------------
NUMBER OF TS/MEMBER+ELEMENTS/S =
4/
3/
1
SOLVER USED IS THE IN-CORE ADVANCED SOLVER TOTAL PRIMARY LOAD CASES =
1, TOTAL DEGREES OF FREEDOM =
18
*********************************************************** * * * X DIRECTION : Ta = 0.278 Tb = 0.163 T = 0.000 * * T = 0.163, LOAD FACTOR = 1.000 * * UBC TYPE = 97 * * UBC FACTOR V = 0.1705 x 7.22 = 1.23 KN * * * ***********************************************************
50. 51. 52. 53. 54. 55.
CHANGE **************************************************************** LOAD 11 EARTHQUAKE LOAD (EZ) **************************************************************** UBC LOAD Z 1 PERFORM ANALYSIS
*********************************************************** * * * Z DIRECTION : Ta = 0.278 Tb = 0.278 T = 0.000 * * T = 0.278, LOAD FACTOR = 1.000 * * UBC TYPE = 97 * * UBC FACTOR V = 0.1705 x 7.22 = 1.23 KN * * * ***********************************************************
56. 57. 58. 59. 60. 61. 62. 63. 64. 65. 66. 67. 68. 69. 70. 71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. 82. 83. 84. 85. 86. 87. 88. 89. 90. 91.
CHANGE **************************************************************** LOAD 1 LOADTYPE NONE TITLE DEAD LOADS - (DL) SELFWEIGHT Y -1 **************************************************************** **************************************************************** LOAD 2 LOADTYPE NONE TITLE LIVE LOADS (LL) T LOAD 26 TO 28 FX 0.0001 **************************************************************** **************************************************************** LOAD 3 LOADTYPE NONE TITLE PIPING EMPTY LOADS (PE) **************************************************************** T LOAD 26 FX -0.942 26 FY -6.607 **************************************************************** LOAD 4 LOADTYPE NONE TITLE PIPING OPERATING LOADS (PO) **************************************************************** T LOAD 26 FX -2.075 26 FY -6.929 26 FZ 0.458 **************************************************************** LOAD 5 LOADTYPE NONE TITLE PIPING TEST LOADS (PT) **************************************************************** T LOAD 26 FX -0.879 26 FY -6.184 **************************************************************** LOAD 6 LOADTYPE NONE TITLE FRICTION LOADS - TRANSVERSE (FLT) **************************************************************** T LOAD 26 FX 0.0001 **************************************************************** LOAD 7 LOADTYPE NONE TITLE FRICTION LOADS - LONG.(FLL)
92. 93. 94. 95. 96. 97. 98. 99. 100. 101. 102. 103. 104. 105. 106. 107. 108. 109. 110. 111. 112. 113. 114. 115. 116. 117. 118. 119. 120. 121. 122. 123. 124. 125. 126. 127. 128. 129. 130. 131. 132. 133. 134. 135. 136. 137. 138. 139. 140. 141. 142. 143. 144. 145. 146. 147. 148. 149. 150. 151. 152. 153. 154. 155. 156. 157. 158. 159. 160. 161. 162.
**************************************************************** T LOAD 26 FX 0.0001 **************************************************************** LOAD 8 LOADTYPE NONE TITLE WIND LOAD X **************************************************************** MEMBER LOAD 24 UNI GX 0.48 T LOAD 26 FX 1.15 * 14 TO 16 18 TO 20 25 TO 27 UNI GX 0.70 FROM STEEL AND PIPES/TRAYS **************************************************************** LOAD 9 LOADTYPE NONE TITLE WIND LOAD Z **************************************************************** MEMBER LOAD 24 TO 26 UNI GZ 0.48 T LOAD 26 FZ 1.12 *WIND FROM VERTICAL TRAY 2.0M X 0.5 X0. 2.2 = 2.2KN *2.2/2 = 1.1KN AT T 15 21 *FACTORED LOAD COMBINATIONS FOR COLUMN, BEAMS FOUNDATION DESIGN **************************************************************** ***LOAD COMBINATIONS **** **************************************************************** ***ERECTION CONDITION*** **************************************************************** LOAD COMB 101 (DL+PE) 1 1.4 3 1.4 LOAD COMB 102 (DL+PE+WINDX) 1 1.4 3 1.4 8 1.4 LOAD COMB 103 (DL+PE-WINDX) 1 1.4 3 1.4 8 -1.4 LOAD COMB 104 (DL+PE+WINDZ) 1 1.4 3 1.4 9 1.4 LOAD COMB 105 (DL+PE-WINDZ) 1 1.4 3 1.4 9 -1.4 **************************************************************** ***OPERATION CONDITION*** **************************************************************** LOAD COMB 106 (DL+PO+LL) 1 1.4 4 1.4 2 1.6 LOAD COMB 107 (DL+PO+LL+FLT+FLL) 1 1.4 4 1.4 2 1.6 6 1.6 7 1.6 LOAD COMB 108 (DL+PO+LL-FLT+FLL) 1 1.4 4 1.4 2 1.6 6 -1.6 7 1.6 LOAD COMB 109 (DL+PO+LL+FLT-FLL) 1 1.4 4 1.4 2 1.6 6 1.6 7 -1.6 LOAD COMB 110 (DL+PO+LL-FLT-FLL) 1 1.4 4 1.4 2 1.6 6 -1.6 7 -1.6 ***OPERATION CONDITION + WINDX LOAD COMB 111 (DL+PO+LL+FLT+FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 8 1.2 LOAD COMB 112 (DL+PO+LL-FLT+FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 8 1.2 LOAD COMB 113 (DL+PO+LL+FLT-FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 8 1.2 LOAD COMB 114 (DL+PO+LL-FLT-FLL+WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 8 1.2 *** ***OPERATION CONDITION - WINDX LOAD COMB 115 (DL+PO+LL+FLT+FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 8 -1.2 LOAD COMB 116 (DL+PO+LL-FLT+FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 8 -1.2 LOAD COMB 117 (DL+PO+LL+FLT-FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 8 -1.2 LOAD COMB 118 (DL+PO+LL-FLT-FLL-WINDX) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 8 -1.2 ***OPERATION CONDITION + WINDZ LOAD COMB 119 (DL+PO+LL+FLT+FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 9 1.2
164. 165. 166. 167. 168. 169. 170. 171. 172. 173. 174. 175. 176. 177. 178. 179. 180. 181. 182. 183. 184. 185. 186. 187. 188. 189. 190. 191. 192. 193. 194. 195. 196. 197. 198. 199. 200. 201. 202. 203. 204. 205. 206. 207. 208. 209. 210. 211. 212. 213. 214. 215. 216. 217. 218. 219. 220. 221. 222. 223. 224. 225. 226. 227. 228. 229. 230. 231. 232. 233. 234. 235.
1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 9 1.2 LOAD COMB 121 (DL+PO+LL+FLT-FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 9 1.2 LOAD COMB 122 (DL+PO+LL-FLT-FLL+WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 9 1.2 *** ***OPERATION CONDITION - WINDZ LOAD COMB 123 (DL+PO+LL+FLT+FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 9 -1.2 LOAD COMB 124 (DL+PO+LL-FLT+FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 9 -1.2 LOAD COMB 125 (DL+PO+LL+FLT-FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 9 -1.2 LOAD COMB 126 (DL+PO+LL-FLT-FLL-WINDZ) 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 9 -1.2 ***OPERATION CONDITION + EX LOAD COMB 127 (DL+PO+LL+FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 10 1.0 LOAD COMB 128 (DL+PO+LL-FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 10 1.0 LOAD COMB 129 (DL+PO+LL+FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 10 1.0 LOAD COMB 130 (DL+PO+LL-FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 10 1.0 *** ***OPERATION CONDITION - EX LOAD COMB 131 (DL+PO+LL+FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 10 -1.0 LOAD COMB 132 (DL+PO+LL-FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 10 -1.0 LOAD COMB 133 (DL+PO+LL+FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 10 -1.0 LOAD COMB 134 (DL+PO+LL-FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 10 -1.0 ***OPERATION CONDITION + EZ LOAD COMB 135 (DL+PO+LL+FLT+FLL+EZ) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 11 1.0 LOAD COMB 136 (DL+PO+LL-FLT+FLL+EZ) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 11 1.0 LOAD COMB 137 (DL+PO+LL+FLT-FLL+EZ) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 11 1.0 LOAD COMB 138 (DL+PO+LL-FLT-FLL+EZ) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 11 1.0 *** ***OPERATION CONDITION - EZ LOAD COMB 139 (DL+PO+LL+FLT+FLL-EZ) 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 11 -1.0 LOAD COMB 140 (DL+PO+LL-FLT+FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 11 -1.0 LOAD COMB 141 (DL+PO+LL+FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 11 -1.0 LOAD COMB 142 (DL+PO+LL-FLT-FLL+EX) 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 11 -1.0 **************************************************************** ***TEST CONDITION*** **************************************************************** LOAD COMB 143 (DL+TEST) 1 1.4 5 1.4 ***TEST + WINDX LOAD COMB 144 (DL+TEST+0.72 WINDX) 1 1.2 5 1.2 8 0.72 LOAD COMB 145 (DL+TEST-0.72 WINDX) 1 1.2 5 1.2 8 -0.72 ***TEST + WINDZ LOAD COMB 146 (DL+TEST+0.72 WINDX) 1 1.2 5 1.2 9 0.72 LOAD COMB 147 (DL+TEST-0.72 WINDX) 1 1.2 5 1.2 9 -0.72 *SERVICE LOAD COMBINATIONS **************************************************************** ***ERECTION CONDITION*** ****************************************************************
236. 237. 238. 239. 240. 241. 242. 243. 244. 245. 246. 247. 248. 249. 250. 251. 252. 253. 254. 255. 256. 257. 258. 259. 260. 261. 262. 263. 264. 265. 266. 267. 268. 269. 270. 271. 272. 273. 274. 275. 276. 277. 278. 279. 280. 281. 282. 283. 284. 285. 286. 287. 288. 289. 290. 291. 292. 293. 294. 295. 296. 297. 298. 299. 300. 301. 302. 303. 304. 305. 306. 307.
LOAD COMB 201 (DL+PE) 1 1.0 3 1.0 LOAD COMB 202 (DL+PE+WINDX) 1 1.0 3 1.0 8 1.0 LOAD COMB 203 (DL+PE-WINDX) 1 1.0 3 1.0 8 -1.0 LOAD COMB 204 (DL+PE+WINDZ) 1 1.0 3 1.0 9 1.0 LOAD COMB 205 (DL+PE-WINDZ) 1 1.0 3 1.0 9 -1.0 **************************************************************** ***OPERATION CONDITION*** **************************************************************** LOAD COMB 206 (DL+PO+LL) 1 1.0 4 1.0 2 1.0 LOAD COMB 207 (DL+PO+LL+FLT+FLL) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 LOAD COMB 208 (DL+PO+LL-FLT+FLL) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 LOAD COMB 209 (DL+PO+LL+FLT-FLL) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 LOAD COMB 210 (DL+PO+LL-FLT-FLL) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 ***OPERATION CONDITION + WINDX LOAD COMB 211 (DL+PO+LL+FLT+FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 8 1.0 LOAD COMB 212 (DL+PO+LL-FLT+FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 8 1.0 LOAD COMB 213 (DL+PO+LL+FLT-FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 8 1.0 LOAD COMB 214 (DL+PO+LL-FLT-FLL+WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 8 1.0 *** ***OPERATION CONDITION - WINDX LOAD COMB 215 (DL+PO+LL+FLT+FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 8 -1.0 LOAD COMB 216 (DL+PO+LL-FLT+FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 8 -1.0 LOAD COMB 217 (DL+PO+LL+FLT-FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 8 -1.0 LOAD COMB 218 (DL+PO+LL-FLT-FLL-WINDX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 8 -1.0 ***OPERATION CONDITION + WINDZ LOAD COMB 219 (DL+PO+LL+FLT+FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 9 1.0 LOAD COMB 220 (DL+PO+LL-FLT+FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 9 1.0 LOAD COMB 221 (DL+PO+LL+FLT-FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 9 1.0 LOAD COMB 222 (DL+PO+LL-FLT-FLL+WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 9 1.0 *** ***OPERATION CONDITION - WINDZ LOAD COMB 223 (DL+PO+LL+FLT+FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 9 -1.0 LOAD COMB 224 (DL+PO+LL-FLT+FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 9 -1.0 LOAD COMB 225 (DL+PO+LL+FLT-FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 9 -1.0 LOAD COMB 226 (DL+PO+LL-FLT-FLL-WINDZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 9 -1.0 ***OPERATION CONDITION + EX LOAD COMB 227 (DL+PO+LL+FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 10 0.715 LOAD COMB 228 (DL+PO+LL-FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 10 0.715 LOAD COMB 229 (DL+PO+LL+FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 10 0.715 LOAD COMB 230 (DL+PO+LL-FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 10 0.715 *** ***OPERATION CONDITION - EX
308. 309. 310. 311. 312. 313. 314. 315. 316. 317. 318. 319. 320. 321. 322. 323. 324. 325. 326. 327. 328. 329. 330. 331. 332. 333. 334. 335. 336. 337. 338. 339. 340. 341. 342. 343. 344. 345. 346. 347. 348. 349. 350. 351.
LOAD COMB 231 (DL+PO+LL+FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 10 -0.715 LOAD COMB 232 (DL+PO+LL-FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 10 -0.715 LOAD COMB 233 (DL+PO+LL+FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 10 -0.715 LOAD COMB 234 (DL+PO+LL-FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 10 -0.715 ***OPERATION CONDITION + EZ LOAD COMB 235 (DL+PO+LL+FLT+FLL+EZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 11 0.715 LOAD COMB 236 (DL+PO+LL-FLT+FLL+EZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 11 0.715 LOAD COMB 237 (DL+PO+LL+FLT-FLL+EZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 11 0.715 LOAD COMB 238 (DL+PO+LL-FLT-FLL+EZ) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 11 0.715 *** ***OPERATION CONDITION - EZ LOAD COMB 239 (DL+PO+LL+FLT+FLL-EZ) 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 11 -0.715 LOAD COMB 240 (DL+PO+LL-FLT+FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 11 -0.715 LOAD COMB 241 (DL+PO+LL+FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 11 -0.715 LOAD COMB 242 (DL+PO+LL-FLT-FLL+EX) 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 11 -0.715 **************************************************************** ***TEST CONDITION*** **************************************************************** LOAD COMB 243 (DL+TEST) 1 1.0 5 1.0 ***TEST + WINDX LOAD COMB 244 (DL+TEST+0.6 WINDX) 1 1.0 5 1.0 8 0.6 LOAD COMB 245 (DL+TEST-0.6 WINDX) 1 1.0 5 1.0 8 -0.6 ***TEST + WINDZ LOAD COMB 246 (DL+TEST+0.6 WINDX) 1 1.0 5 1.0 9 0.6 LOAD COMB 247 (DL+TEST-0.6 WINDX) 1 1.0 5 1.0 9 -0.6 ****************************************************** PERFORM ANALYSIS
352. 353. 354. 355. 356. 357. 358. 359. 360. 361. 362. 363.
DEFINE ENVELOP 201 TO 247 ENVELOP 1 TYPE SERVICEABILITY 101 TO 147 ENVELOP 2 TYPE STRESS 1 TO 11 ENVELOP 3 TYPE CONNECTION END DEFINE ENVELOP ****************************************************** PARAMETER 1 CODE BS5950 PY 250000 MEMB 24 LOAD LIST 201 TO 247 LOAD LIST 101 TO 147 CHECK CODE ALL
STAAD.Pro CODE CHECKING - (BSI ) *********************** PROGRAM CODE REVISION V2.12_5950-1_2000
ALL UNITS ARE - KN MEMBER
TABLE
METE (UNLESS OTHERWISE NOTED) RESULT/ FX
CRITICAL COND/ MY
RATIO/ MZ
LOADING/ LOCATION
24 ST UC254X254X89 13.98 C 25 ST UC254X254X89 0.00 26 ST UC254X254X89 0.00
ANNEX I.1 17.23 BS-4.2.3-(Y) 0.00 BS-4.2.3-(Y) 0.00
0.164 12.01 0.001 -0.04 0.001 0.04
122 101 0.25 101 0.00
************** END OF TABULATED RESULT OF DESIGN **************
364. ***************************************************** 365. LOAD LIST 1 TO 11 366. STEEL TAKE OFF LIST 24 TO 26 STEEL TAKE-OFF -------------PROFILE ST
LENGTH(METE)
UC254X254X89
WEIGHT(KN
)
5.32
4.723 ---------------TOTAL = 4.723
************ END OF DATA FROM INTERNAL STORAGE ************
367. FINISH
*********** END OF THE STAAD.Pro RUN *********** **** DATE= JUL 20,2012
TIME= 13:55:57 ****
************************************************************ * For questions on STAAD.Pro, please * * Research Engineers Offices at the following locations * * * * Telephone Email * * USA: +1 (714)974-2500 [email protected] * ************************************************************
Appendix - IV BASEPLATE DESIGN
PROJECT:
ENGG. SERVICES FOR MISCELLANEOUS PMRFs BAB BATCH-4
ADCO DOCUMENT NO.
DOC. TITLE:
DESIGN CALCULATION OF PIPE S
11-01-83-0602 PAGE
CONTRACT NO.:
7359.03
PROJECT NO:
P11542
REV.
A
DATE:
14
OF
15
10/8/2012
Appendix -IV 1 of 5
BASE PLATE AND ANCHOR BOLT DESIGN
Legends DP Depth of base plate (mm) Bp Breadth of base plate (mm) d' Edge distance (mm) tP Thickness of base plate (mm)
BASE PLATE BP1 (FOR COLUMN UC 254x254x89)
D_ped B_ped f'c fy Φ d'
d - d'
d'
d'
Y d-Y 0.5*(d-d') 0.5*(d+d') P M = Pe
A
d
0.5*(d+d') P M = Pe
A
B
Nx
d'
Ny
0.5*(d-d')
sbc B
σbc(min)
d - Y/3
σS*AS
T=
d - d'
σbc(max)
C = 0.5*σbc*bY
CASE - 1 COMPRESSION WITH BENDING (LARGE ECCENTRICITY)
Depth of pedestal (mm) Breadth of pedestal (mm) Comp. strength of concrete Yield stress of Base Plate Dia. of anchor bolt in mm No. of Bolts effective in resisting Major Moment No. of Bolts effective in resisting Minor Moment Permissible Bearing Stress In Conc. Permissible Tensile Stress In Bolt Permissible Shear Stress In Bolt
σs σv
d
Note: Minor Moment is used for Bolt
CASE - 2 COMPRESSION WITH BENDING (SMALL ECCENTRICITY - No Tens.)
tension Calculation using Bolt lever arm
SUMMARY OF RESULTS Base Plate Dimension = 500 x 500 x 25 Anchor Bolts = 4 Nos. 24 dia.
d'
d - d' d' d-Y) Y 0.5*(d-d') 0.5*(d+d') e P P M = Pe A B d - Y/3
Location of Resultant Axial Load
T=
σS*AS d
d' Location of Resultant Axial Load
0.5*(d-d') P
Tmax
C = 0.5*σbc*bY
CASE - 3 TENSION WITH BENDING (LARGE ECCENTRICITY)
d - d'
Edge distance in Base Plate = 50 mm. Maximum Compressive Stress = 4.39 MPa < Allowable = 21 MPa O.K. Maximum Tension on each bolt = 42.33 kN. < Allowable = 67.80 kN.
d'
0.5*(d+d') e
P M = Pe
d
Tmin
CASE - 4 TENSION WITH BENDING (SMALL ECCENTRICITY - No Comp.)
Check for combined Tension & Shear =
Mz
Dp (mm) Bp (mm) d' (mm) tP (mm) D_ped B_ped
500 500 50 25 750 750
f'c (Mpa) fy (Mpa) Φ Nx Ny
40 250 24 2 2
d' Bp d' Nx
sbc
21.0
Ny
Major Moment Direction Grade of Anchor Bolt Shear key used?
d = DP-d'
450
σs
240
σv
160
d'
d' Dp
Appendix -IV 2 of 5
25/PS-02
28/PS-03
101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125
DESIGN DATA Load Data Axial P kN 12.78 12.78 12.78 12.58 12.97 14.32 14.32 14.32 14.32 14.32 12.28 12.28 12.28 12.28 12.28 12.28 12.28 12.28 12.11 12.11 12.11 12.11 12.44 12.44 12.44 12.44 12.27 12.27 12.27 12.27 12.28 12.28 12.28 12.28 12.21 12.21 12.21 12.21 12.35 12.35 12.35 12.35 12.49 10.71 10.71 10.61 10.81 20.15 20.15 20.15 20.34 19.96 20.26 20.26 20.26 20.26 20.26 17.37 17.37 17.37 17.37 17.37 17.37 17.37 17.37 17.53 17.53 17.53 17.53 17.20 17.20 17.20
Major Moment Minor Moment
Mz kN-m 6.20 33.85 21.45 8.65 3.76 3.34 3.34 3.34 3.34 3.34 26.56 26.56 26.56 26.56 20.84 20.84 20.84 20.84 4.96 4.96 4.96 4.96 0.76 0.76 0.76 0.76 10.61 10.61 10.61 10.61 4.89 4.89 4.89 4.89 4.15 4.15 4.15 4.15 1.57 1.57 1.57 1.57 5.83 19.22 9.23 6.25 3.74 11.90 38.74 14.94 9.45 14.34 12.52 12.52 12.52 12.52 12.52 33.73 33.73 33.73 33.73 12.28 12.28 12.28 12.28 8.63 8.63 8.63 8.63 12.82 12.82 12.82
Mx kN-m 1.08 1.08 1.08 22.39 20.24 4.24 4.24 4.24 4.24 4.24 3.63 3.63 3.63 3.63 3.63 3.63 3.63 3.63 14.64 14.64 14.64 14.64 21.91 21.91 21.91 21.91 3.64 3.64 3.64 3.64 3.63 3.63 3.63 3.63 2.60 2.60 2.60 2.60 9.87 9.87 9.87 9.87 1.03 0.88 0.88 11.85 10.08 1.09 1.09 1.10 22.67 20.49 4.32 4.32 4.32 4.32 4.32 3.70 3.70 3.70 3.70 3.70 3.70 3.70 3.70 14.80 14.80 14.80 14.80 22.20 22.20 22.20
Shear V kN 0.29 7.92 7.56 7.92 7.45 1.15 1.15 1.15 1.15 1.15 6.05 6.05 6.05 6.05 7.30 7.30 7.30 7.30 5.82 5.82 5.82 5.82 7.40 7.40 7.40 7.40 1.31 1.31 1.31 1.31 2.45 2.45 2.45 2.45 0.72 0.72 0.72 0.72 2.33 2.33 2.33 2.33 0.27 4.13 3.84 4.15 3.76 0.28 7.39 7.71 8.09 7.60 0.93 0.93 0.93 0.93 0.93 6.47 6.47 6.47 6.47 6.56 6.56 6.56 6.56 5.94 5.94 5.94 5.94 7.51 7.51 7.51
Factor Y 125.111 90.611 94.406 111.128 167.805 202.910 202.910 202.910 202.910 202.910 92.068 92.068 92.068 92.068 94.290 94.290 94.290 94.290 135.237 135.237 135.237 135.237 No Tens. No Tens. No Tens. No Tens. 104.964 104.964 104.964 104.964 137.162 137.162 137.162 137.162 150.143 150.143 150.143 150.143 377.962 377.962 377.962 377.962 127.217 93.725 105.037 116.450 148.508 116.385 93.076 108.873 127.441 109.775 114.705 114.705 114.705 114.705 114.705 92.983 92.983 92.983 92.983 110.257 110.257 110.257 110.257 124.397 124.397 124.397 124.397 108.728 108.728 108.728
N-Axis Max. Depth Comp. Y Stress mm MPa 125.11 0.69 90.61 3.83 94.41 2.43 111.13 0.97 167.81 0.38 202.91 0.32 202.91 0.32 202.91 0.32 202.91 0.32 202.91 0.32 92.07 3.01 92.07 3.01 92.07 3.01 92.07 3.01 94.29 2.36 94.29 2.36 94.29 2.36 94.29 2.36 135.24 0.54 135.24 0.54 135.24 0.54 135.24 0.54 No Tens. 0.09 No Tens. 0.09 No Tens. 0.09 No Tens. 0.09 104.96 1.20 104.96 1.20 104.96 1.20 104.96 1.20 137.16 0.53 137.16 0.53 137.16 0.53 137.16 0.53 150.14 0.44 150.14 0.44 150.14 0.44 150.14 0.44 377.96 0.13 377.96 0.13 377.96 0.13 377.96 0.13 127.22 0.64 93.72 2.18 105.04 1.04 116.45 0.70 148.51 0.40 116.39 1.33 93.08 4.39 108.87 1.68 127.44 1.04 109.78 1.62 114.71 1.40 114.71 1.40 114.71 1.40 114.71 1.40 114.71 1.40 92.98 3.82 92.98 3.82 92.98 3.82 92.98 3.82 110.26 1.38 110.26 1.38 110.26 1.38 110.26 1.38 124.40 0.96 124.40 0.96 124.40 0.96 124.40 0.96 108.73 1.45 108.73 1.45 108.73 1.45
Total Maxm. No. of BoltsNo. of Comp. Tension Tension Bolts NT C T N kN kN 21.45 8.67 2 4 86.73 73.95 2 4 57.35 44.58 2 4 27.04 14.45 2 4 16.11 3.15 2 4 16.22 1.90 2 4 16.22 1.90 2 4 16.22 1.90 2 4 16.22 1.90 2 4 16.22 1.90 2 4 69.20 56.92 2 4 69.20 56.92 2 4 69.20 56.92 2 4 69.20 56.92 2 4 55.66 43.38 2 4 55.66 43.38 2 4 55.66 43.38 2 4 55.66 43.38 2 4 18.22 6.11 2 4 18.22 6.11 2 4 18.22 6.11 2 4 18.22 6.11 2 4 12.44 0.00 2 4 12.44 0.00 2 4 12.44 0.00 2 4 12.44 0.00 2 4 31.48 19.20 2 4 31.48 19.20 2 4 31.48 19.20 2 4 31.48 19.20 2 4 18.17 5.88 2 4 18.17 5.88 2 4 18.17 5.88 2 4 18.17 5.88 2 4 16.47 4.27 2 4 16.47 4.27 2 4 16.47 4.27 2 4 16.47 4.27 2 4 12.47 0.12 2 4 12.47 0.12 2 4 12.47 0.12 2 4 12.47 0.12 2 4 20.43 7.94 2 4 51.00 40.30 2 4 27.39 16.68 2 4 20.37 9.76 2 4 14.73 3.92 2 4 38.73 18.58 2 4 102.08 81.93 2 4 45.86 25.71 2 4 33.18 12.84 2 4 44.35 24.39 2 4 40.23 19.97 2 4 40.23 19.97 2 4 40.23 19.97 2 4 40.23 19.97 2 4 40.23 19.97 2 4 88.79 71.43 2 4 88.79 71.43 2 4 88.79 71.43 2 4 88.79 71.43 2 4 38.12 20.75 2 4 38.12 20.75 2 4 38.12 20.75 2 4 38.12 20.75 2 4 29.71 12.18 2 4 29.71 12.18 2 4 29.71 12.18 2 4 29.71 12.18 2 4 39.31 22.10 2 4 39.31 22.10 2 4 39.31 22.10 2 4
Forces per Bolt
Capacity of Bolt in
Tension FT
Shear FV
Tension PNOM
Shear PV
kN 5.68 38.32 23.64 35.22 26.87 6.25 6.25 6.25 6.25 6.25 33.00 33.00 33.00 33.00 26.23 26.23 26.23 26.23 21.35 21.35 21.35 21.35 27.38 27.38 27.38 27.38 14.15 14.15 14.15 14.15 7.47 7.47 7.47 7.47 5.39 5.39 5.39 5.39 12.40 12.40 12.40 12.40 5.26 21.25 9.45 19.69 14.56 10.66 42.33 14.22 34.76 37.81 15.38 15.38 15.38 15.38 15.38 40.34 40.34 40.34 40.34 15.00 15.00 15.00 15.00 24.59 24.59 24.59 24.59 38.80 38.80 38.80
kN 0.07 1.98 1.89 1.98 1.86 0.29 0.29 0.29 0.29 0.29 1.51 1.51 1.51 1.51 1.83 1.83 1.83 1.83 1.45 1.45 1.45 1.45 1.85 1.85 1.85 1.85 0.33 0.33 0.33 0.33 0.61 0.61 0.61 0.61 0.18 0.18 0.18 0.18 0.58 0.58 0.58 0.58 0.07 1.03 0.96 1.04 0.94 0.07 1.85 1.93 2.02 1.90 0.23 0.23 0.23 0.23 0.23 1.62 1.62 1.62 1.62 1.64 1.64 1.64 1.64 1.48 1.48 1.48 1.48 1.88 1.88 1.88
kN 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80
kN 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50
Combined Tension and Shear
Node No.
Load Combination No.
BASE PLATE AND ANCHOR BOLT DESIGN
Appendix -IV 3 of 5
BASE PLATE AND ANCHOR BOLT DESIGN 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 25/PS-04 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147
17.20 17.37 17.37 17.37 17.37 17.36 17.36 17.36 17.36 17.44 17.44 17.44 17.44 17.30 17.30 17.30 17.30 19.56 16.76 16.76 16.86 16.66 15.86 15.86 15.86 15.86 15.86 16.31 16.31 16.31 16.31 16.31 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 15.27 13.09 13.09 13.09 13.09
12.82 15.75 15.75 15.75 15.75 5.71 5.71 5.71 5.71 9.44 9.44 9.44 9.44 12.02 12.02 12.02 12.02 11.36 23.54 4.07 8.48 11.00 6.36 9.22 21.95 6.36 6.36 14.01 14.01 14.01 14.01 14.01 1.35 1.35 1.35 1.35 25.37 25.37 25.37 25.37 12.01 12.01 12.01 12.01 12.01 12.01 12.01 12.01 6.07 6.07 6.07 6.07 17.95 17.95 17.95 17.95 12.01 12.01 12.01 12.01 12.01 12.01 12.01 12.01 5.94 2.93 13.10 5.09 5.09
22.20 3.70 3.70 3.70 3.70 3.70 3.70 3.70 3.70 2.63 2.63 2.63 2.63 10.03 10.03 10.03 10.03 1.05 0.90 0.90 12.00 10.20 0.00 0.00 0.00 17.00 17.00 3.09 3.09 3.09 3.09 3.09 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 17.23 17.23 17.23 17.23 11.92 11.92 11.92 11.92 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 8.59 8.59 8.59 8.59 3.29 3.29 3.29 3.29 0.00 0.00 0.00 8.75 8.75
7.51 1.35 1.35 1.35 1.35 1.42 1.42 1.42 1.42 0.74 0.74 0.74 0.74 2.26 2.26 2.26 2.26 0.27 3.76 4.01 4.24 3.84 1.32 3.53 6.17 5.31 5.31 2.97 2.97 2.97 2.97 2.97 1.76 1.76 1.76 1.76 6.67 6.67 6.67 6.67 5.55 5.55 5.55 5.55 4.59 4.59 4.59 4.59 1.37 1.37 1.37 1.37 3.76 3.76 3.76 3.76 3.06 3.06 3.06 3.06 2.58 2.58 2.58 2.58 1.23 1.44 3.55 2.85 2.85
108.728 103.895 103.895 103.895 103.895 153.391 153.391 153.391 153.391 119.950 119.950 119.950 119.950 110.792 110.792 110.792 110.792 117.020 96.496 195.212 123.343 112.431 136.612 116.978 96.689 136.612 136.612 105.109 105.111 105.109 105.109 105.106 459.558 459.757 459.757 459.956 93.620 93.619 93.619 93.619 105.110 105.108 105.108 105.106 105.110 105.108 105.108 105.106 131.403 131.393 131.393 131.383 97.720 97.719 97.719 97.718 105.110 105.108 105.108 105.106 105.110 105.108 105.108 105.106 138.866 211.351 101.860 138.868 138.868
108.73 103.90 103.90 103.90 103.90 153.39 153.39 153.39 153.39 119.95 119.95 119.95 119.95 110.79 110.79 110.79 110.79 117.02 96.50 195.21 123.34 112.43 136.61 116.98 96.69 136.61 136.61 105.11 105.11 105.11 105.11 105.11 459.56 459.76 459.76 459.96 93.62 93.62 93.62 93.62 105.11 105.11 105.11 105.11 105.11 105.11 105.11 105.11 131.40 131.39 131.39 131.38 97.72 97.72 97.72 97.72 105.11 105.11 105.11 105.11 105.11 105.11 105.11 105.11 138.87 211.35 101.86 138.87 138.87
1.45 1.78 1.78 1.78 1.78 0.60 0.60 0.60 0.60 1.05 1.05 1.05 1.05 1.35 1.35 1.35 1.35 1.27 2.67 0.39 0.94 1.24 0.69 1.03 2.49 0.69 0.69 1.58 1.58 1.58 1.58 1.58 0.12 0.12 0.12 0.12 2.87 2.87 2.87 2.87 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 0.66 0.66 0.66 0.66 2.03 2.03 2.03 2.03 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 0.64 0.28 1.48 0.55 0.55
39.31 46.28 46.28 46.28 46.28 23.01 23.01 23.01 23.01 31.52 31.52 31.52 31.52 37.46 37.46 37.46 37.46 37.16 64.36 19.27 28.98 34.73 23.57 30.16 60.13 23.57 23.57 41.63 41.62 41.63 41.63 41.63 13.97 13.97 13.97 13.97 67.25 67.25 67.25 67.26 35.68 35.68 35.68 35.68 35.68 35.68 35.68 35.68 21.83 21.83 21.83 21.83 49.70 49.70 49.70 49.70 35.68 35.68 35.68 35.68 35.68 35.68 35.68 35.68 22.27 14.61 37.79 19.09 19.09
22.10 28.90 28.90 28.90 28.90 5.65 5.65 5.65 5.65 14.09 14.09 14.09 14.09 20.17 20.17 20.17 20.17 17.60 47.60 2.51 12.12 18.07 7.71 14.30 44.27 7.71 7.71 25.31 25.31 25.31 25.31 25.32 -0.01 -0.01 -0.01 -0.01 53.27 53.27 53.27 53.27 21.70 21.70 21.70 21.70 21.70 21.70 21.70 21.70 7.85 7.85 7.85 7.85 35.71 35.72 35.72 35.72 21.70 21.70 21.70 21.70 21.70 21.70 21.70 21.70 7.00 1.52 24.70 6.00 6.00
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
38.80 19.08 19.08 19.08 19.08 7.44 7.44 7.44 7.44 10.34 10.34 10.34 10.34 22.62 22.62 22.62 22.62 10.11 24.92 2.38 21.06 21.79 3.86 7.15 22.13 25.11 25.11 16.52 16.52 16.52 16.52 16.53 3.31 3.31 3.31 3.31 29.95 29.95 29.95 29.95 32.38 32.38 32.38 32.38 25.75 25.75 25.75 25.76 7.24 7.24 7.24 7.24 21.17 21.17 21.17 21.17 21.59 21.59 21.59 21.59 14.96 14.96 14.96 14.96 3.50 0.76 12.35 13.93 13.93
1.88 0.34 0.34 0.34 0.34 0.36 0.36 0.36 0.36 0.18 0.18 0.18 0.18 0.56 0.56 0.56 0.56 0.07 0.94 1.00 1.06 0.96 0.33 0.88 1.54 1.33 1.33 0.74 0.74 0.74 0.74 0.74 0.44 0.44 0.44 0.44 1.67 1.67 1.67 1.67 1.39 1.39 1.39 1.39 1.15 1.15 1.15 1.15 0.34 0.34 0.34 0.34 0.94 0.94 0.94 0.94 0.77 0.77 0.77 0.77 0.65 0.65 0.65 0.65 0.31 0.36 0.89 0.71 0.71
67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80 67.80
56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50 56.50
Appendix -IV 4 of 5
BASE PLATE AND ANCHOR BOLT DESIGN
DESIGN OF BASE PLATE AND BOLTS Design Data LOAD DATA Maximum Tension on each bolt Maximum Pressure below plate MATERIAL DATA Bearing stress in Conc. Tensile stress of Bolt Shear stress of Bolt Bending stress of Plate. Length of pressure distriution BASE PLATE DETAIL Length of Base Plate D Width of Base Plate b Thickness of Base Plate t Φ Dia. of Anchor Bolt No. of Anchor Bolt N Edge dist. w.r.t. Plt. d'
T P
= = = = = =
500 500 25 24 4 50
= =
42.3 kN. 4.39 MPa.
σbc fuf σv Fb Y
= = = = =
21 240 160 250 93.0758
mm. mm. mm. mm. mm.
a
b
a b
CASE - 1
CASE - 2
NA
NA
a
b
b
CASE - 3
NA
CASE - 4
NA
MPa MPa MPa MPa mm
Appendix -IV 5 of 5
BASE PLATE AND ANCHOR BOLT DESIGN
Design Moment on Base Plate Type 1: Four Sides Fixed :Boundary condition of base plate :Dimensions :b a = 200 mm =
CASE - 1
(NA)
a/b = 1.33333 say, 0.50 Refer Moody's α1 = 0.0815 chart for 0.00 kN-mm. Coefficients Design Moment on Base Plate due to compression,Ma = α1.p.a2= 150 mm
a - short side Design Moment Mu Type 2: Three Sides Fixed :Boundary condition of base plate :Dimensions :a b = 200 =
=
0.00 kN-mm.
CASE - 2
(NA)
(NA)
a/b = 1.33333 say, 1.00 Refer Moody's α3 = 0.2613 chart for 2 0.00 kN-mm. Coefficients Design Moment on Base Plate due to compression = α3.p.b =
Design Moment
Mu
Type 3: Two Sides Fixed :Boundary condition of base plate :Dimensions :b a = 120 mm =
150 mm
=
0.00 kN-mm.
(NA)
a - free side
CASE - 3
a/b = 0.49587 say, 1.00 Refer Moody's α4 = 0.2949 chart for -22.73 kN-mm. Coefficients Design Moment on Base Plate due to compression = α4.p.b2=
Design Moment
Mu
242 mm
=
-22.73 kN-mm.
b - longer side
Type 4: Cantilever Portion :Boundary condition of base plate :CASE - 4 (NA) Dimensions :Effective width of base plate, b = 98 mm Design Moment on Base Plate due to compression=p.b2/2 = 0.00 Design Moment
Mu
=
0.00 kN-mm.
Design of Base Plate Design Moment on Base Plate, Mu = Actual bending compressive stress on base plate, 218.20 MPa. fb = Design strength of base plate, Fb = 250 MPa.
kN.mm
(NA)
22.73 kN-mm/mm.
rel="nofollow">
fb
O.K.
Appendix - V FOUNDATION DESIGN
PROJECT:
ENGG. SERVICES FOR MISCELLANEOUS PMRFs BAB BATCH-4
ADCO DOCUMENT NO.
DOC. TITLE:
DESIGN CALCULATION OF PIPE S
11-01-83-0602 PAGE
CONTRACT NO.:
7359.03
PROJECT NO:
P11542
REV.
A
DATE:
15
OF
15
10/8/2012
Page 1 of 133
Dimensional Solutions Mat3D Foundation Name Designed By:
Version F1 LITWIN PEL
5.8.0
Engineer
MCA
Date Time Checker
9/11/2012 9:36:11 AM VBE
Filename:
DETAIL REPORT FOR F1 PROJECT INFORMATION Project Name: Project Number: Client: Project Location Foundation Description
DESIGN CODE
PWRI UPGRADE AT BAB CL-5, CL-15, CL-16 P11452 ADCO ABU DHABI F1
BSI 8110 - 1997
INPUT UNITS
SI
CONCRETE PARAMETERS: Compressive Strength (N/sq mm) Unit Weight (kN/cu m) Pier Concrete Cover - X Dir (mm) Pier Concrete Cover - Z Dir (mm) Footing Side Concrete Cover - X Dir (mm) Footing Side Concrete Cover - Z Dir (mm) Footing Top Concrete Cover (mm) Footing Bottom Concrete Cover - X Dir (mm)
OUTPUT UNITS
REINFORCING STEEL PARAMETERS: 40 24 75 75 75 75 75 75
Yield Strength (N/sq mm) Unit Weight (kN/cu m) Modulus of Elasticity (kN/sq mm) Pier Min Rebar Spacing (mm) Footing Min Rebar Spacing (mm) Footing Max Rebar Spacing (mm)
SOIL PARAMETERS:
REBAR PARAMETERS:
Unit Weight (kN/cu m) 18 Allowable Net Bearing Capacity (kN/sq m) 150 Bearing Capacity Method Linear Soil Pressure Soil Type Granular ive Pressure Coefficient Kp 3 Soil To Concrete Friction f 0.3 Allowable Increase in Soil Pressure due to Short Term Loads (%) Wind 0 Earthquake 0 Test Min Stability Ratio 1.5 Safety Factor against Lateral Forces 1.5
Max Long Bar Size Min Long Bar Size Max Tie Bar Size Min Tie Bar Size Max Ftg Bar Size Min Ftg Bar Size Temp & Shrinkage Steel Ratio
MINIMUM FOUNDATION CRITERIA: Depth of Footing Below Grade (mm) Minimum Soil Cover (mm) Grade Elevation (mm)
SI
460 78 200 100 100 300
20 16 10 10 25 10 0.0018
0
BUOYANCY CRITERIA: 2300 2000 100
Consider Buoyancy: Consider soil for buoyancy: Water table below grade (mm)
No No 3000
Page 2 of 133
DETAIL REPORT FOR F1 APPLIED LOADS P1 Load Case
1 - Dead 2 - DL 3 - LL 4 - PE 5 - PO 6 - PT 7 - FLT 8 - FLL 9 - WLX 10 - WLZ 11 - EQX 12 - EQZ
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 2.09 0.00 -5.62 -26.94 -6.21 0.00 0.00 -22.72 0.00 -5.37 0.00
0.00 -0.01 0.00 0.22 4.35 -0.27 0.00 0.00 6.17 0.00 1.14 0.00
0.00 0.01 0.00 0.10 0.38 0.05 0.00 0.00 0.42 0.00 0.07 0.00
0.00 0.00 0.00 0.18 0.22 0.17 0.00 0.00 0.00 -2.40 0.00 -0.84
0.00 0.00 0.00 0.84 1.02 0.76 0.00 0.00 0.00 -6.37 0.00 -3.65
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 2.39 0.00 26.93 52.28 20.09 0.00 0.00 22.72 0.00 5.37 0.00
0.00 0.01 0.00 0.06 0.27 0.02 0.00 0.00 0.55 0.00 0.05 0.00
0.00 0.01 0.00 0.09 0.33 0.05 0.00 0.00 0.35 0.00 0.06 0.00
0.00 0.00 0.00 -0.52 -0.64 -0.47 0.00 0.00 0.00 -2.85 0.00 -0.35
0.00 0.00 0.00 -2.47 -3.01 -2.23 0.00 0.00 0.00 -8.88 0.00 -1.31
P2 Load Case
1 - Dead 2 - DL 3 - LL 4 - PE 5 - PO 6 - PT 7 - FLT 8 - FLL 9 - WLX 10 - WLZ 11 - EQX 12 - EQZ
Page 3 of 133
DETAIL REPORT FOR F1 P3 Load Case
1 - Dead 2 - DL 3 - LL 4 - PE 5 - PO 6 - PT 7 - FLT 8 - FLL 9 - WLX 10 - WLZ 11 - EQX 12 - EQZ
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 11.20 13.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 1.12 1.31 0.00 0.00 0.00 0.00 0.71 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 1.12 1.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 4 of 133
DETAIL REPORT FOR F1 UNFACTORED (ALLOWABLE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
1 - Dead + DL + PE -3.54 2 - Dead + DL + PE + WLX -26.26 3 - Dead + DL + PE + -1WLX 19.19 4 - Dead + DL + PE + WLZ -3.54 5 - Dead + DL + PE + -1WLZ -3.54 6 - Dead + DL + LL + PO -24.86 7 - Dead + DL + LL + PO + FLT + FLL -24.87 8 - Dead + DL + LL + PO + -1FLT + FLL -24.86 9 - Dead + DL + LL + PO + FLT + -1FLL -24.86 10 - Dead + DL + LL + PO + -1FLT + -1FLL -24.85 11 - Dead + DL + LL + PO + FLT + FLL + WLX -47.59 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX -47.58 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX -47.58 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX -47.57 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX -2.15 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX -2.14 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX -2.14 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX -2.13 19 - Dead + DL + LL + PO + FLT + FLL + WLZ -24.87 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ -24.86 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ -24.86 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ -24.85 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ -24.87 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ -24.86 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ -24.86 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ -24.85 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX -28.71 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX -28.70 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX -28.70 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX-28.69 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX -21.02 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX -21.02 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX -21.02 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX -21.01 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ -24.87 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ -24.86 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ -24.86 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ-24.85 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ -24.87 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ -24.86 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ -24.86 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ -24.85 43 - Dead + DL + PT -4.12 44 - Dead + DL + PT + 0.6WLX -17.75 45 - Dead + DL + PT + -0.6WLX 9.51 46 - Dead + DL + PT + 0.6WLZ -4.12 47 - Dead + DL + PT + -0.6WLZ -4.12
0.20 6.37 -5.96 0.21 0.20 4.33 4.34 4.33 4.33 4.33 10.50 10.50 10.50 10.50 -1.83 -1.83 -1.83 -1.83 4.34 4.34 4.34 4.33 4.33 4.33 4.33 4.33 5.15 5.15 5.15 5.14 3.52 3.52 3.52 3.52 4.34 4.33 4.33 4.33 4.34 4.33 4.33 4.33 -0.29 3.41 -3.98 -0.28 -0.29
0.11 0.52 -0.31 0.11 0.11 0.39 0.39 0.39 0.39 0.39 0.80 0.80 0.80 0.80 -0.03 -0.03 -0.03 -0.03 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.44 0.44 0.44 0.44 0.33 0.33 0.33 0.33 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.06 0.31 -0.19 0.06 0.06
0.18 0.19 0.18 -2.22 2.58 0.22 0.22 0.22 0.22 0.22 0.23 0.23 0.23 0.23 0.22 0.22 0.22 0.22 -2.18 -2.18 -2.18 -2.18 2.62 2.62 2.62 2.62 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 -0.38 -0.38 -0.38 -0.38 0.83 0.83 0.83 0.83 0.17 0.17 0.17 -1.27 1.61
0.84 0.84 0.84 -5.53 7.21 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 -5.35 -5.35 -5.35 -5.35 7.39 7.39 7.39 7.39 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 -1.59 -1.59 -1.59 -1.59 3.63 3.63 3.63 3.63 0.76 0.76 0.76 -3.06 4.58
Page 5 of 133
DETAIL REPORT FOR F1 P2 Load Comb
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
1 - Dead + DL + PE 29.32 2 - Dead + DL + PE + WLX 52.04 3 - Dead + DL + PE + -1WLX 6.60 4 - Dead + DL + PE + WLZ 29.32 5 - Dead + DL + PE + -1WLZ 29.32 6 - Dead + DL + LL + PO 54.68 7 - Dead + DL + LL + PO + FLT + FLL 54.68 8 - Dead + DL + LL + PO + -1FLT + FLL 54.68 9 - Dead + DL + LL + PO + FLT + -1FLL 54.68 10 - Dead + DL + LL + PO + -1FLT + -1FLL 54.67 11 - Dead + DL + LL + PO + FLT + FLL + WLX 77.40 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 77.40 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 77.40 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 77.39 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 31.96 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 31.96 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 31.96 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 31.95 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 54.68 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 54.68 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 54.68 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 54.67 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 54.68 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 54.68 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 54.68 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 54.67 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 58.53 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 58.52 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 58.52 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX58.51 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 50.84 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 50.83 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 50.83 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX50.82 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 54.68 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 54.68 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 54.68 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 54.67 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 54.68 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 54.68 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 54.68 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ54.67 43 - Dead + DL + PT 22.49 44 - Dead + DL + PT + 0.6WLX 36.12 45 - Dead + DL + PT + -0.6WLX 8.86 46 - Dead + DL + PT + 0.6WLZ 22.49 47 - Dead + DL + PT + -0.6WLZ 22.49
0.08 0.63 -0.48 0.08 0.08 0.28 0.28 0.28 0.28 0.28 0.83 0.83 0.83 0.83 -0.27 -0.27 -0.27 -0.27 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.32 0.32 0.32 0.32 0.24 0.24 0.24 0.24 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.04 0.37 -0.29 0.04 0.04
0.10 0.45 -0.24 0.10 0.11 0.34 0.34 0.34 0.34 0.34 0.68 0.68 0.68 0.68 -0.01 -0.01 -0.01 -0.01 0.33 0.33 0.33 0.33 0.34 0.34 0.34 0.34 0.38 0.38 0.38 0.38 0.29 0.29 0.29 0.29 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.06 0.27 -0.15 0.06 0.06
-0.52 -0.52 -0.52 -3.38 2.33 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -3.49 -3.49 -3.49 -3.49 2.22 2.22 2.22 2.22 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -0.64 -0.89 -0.89 -0.89 -0.89 -0.39 -0.39 -0.39 -0.39 -0.47 -0.47 -0.47 -2.18 1.24
-2.47 -2.47 -2.47 -11.35 6.41 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -11.89 -11.89 -11.89 -11.89 5.87 5.87 5.87 5.87 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -3.01 -3.95 -3.95 -3.95 -3.95 -2.07 -2.07 -2.07 -2.07 -2.23 -2.23 -2.23 -7.56 3.09
Page 6 of 133
DETAIL REPORT FOR F1 P3 Load Comb
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
1 - Dead + DL + PE 11.20 2 - Dead + DL + PE + WLX 11.20 3 - Dead + DL + PE + -1WLX 11.20 4 - Dead + DL + PE + WLZ 11.20 5 - Dead + DL + PE + -1WLZ 11.20 6 - Dead + DL + LL + PO 13.13 7 - Dead + DL + LL + PO + FLT + FLL 13.13 8 - Dead + DL + LL + PO + -1FLT + FLL 13.13 9 - Dead + DL + LL + PO + FLT + -1FLL 13.13 10 - Dead + DL + LL + PO + -1FLT + -1FLL 13.13 11 - Dead + DL + LL + PO + FLT + FLL + WLX 13.13 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 13.13 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 13.13 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 13.13 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 13.13 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 13.13 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 13.13 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 13.13 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 13.13 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 13.13 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 13.13 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 13.13 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 13.13 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 13.13 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 13.13 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 13.13 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 13.13 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 13.13 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 13.13 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX13.13 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 13.13 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 13.13 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 13.13 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX13.13 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 13.13 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 13.13 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 13.13 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 13.13 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 13.13 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 13.13 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 13.13 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ13.13 43 - Dead + DL + PT 0.00 44 - Dead + DL + PT + 0.6WLX 0.00 45 - Dead + DL + PT + -0.6WLX 0.00 46 - Dead + DL + PT + 0.6WLZ 0.00 47 - Dead + DL + PT + -0.6WLZ 0.00
1.12 1.12 1.12 1.83 0.41 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 2.02 2.02 2.02 2.02 0.60 0.60 0.60 0.60 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 0.00 0.00 0.00 0.43 -0.43
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.12 1.12 1.12 1.12 1.12 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 7 of 133
DETAIL REPORT FOR F1 FACTORED (ULTIMATE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
1 - 1.4Dead + 1.4DL + 1.4PE -4.95 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX -36.76 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 26.86 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ -4.95 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ -4.95 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO -34.80 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL -34.82 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL-34.80 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL-34.80 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL -34.79 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL-57.10 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -57.09 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL -57.09 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -57.09 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL -2.58 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-2.57 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL-2.57 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -2.56 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL-29.84 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -29.83 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL -29.83 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -29.82 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL-29.84 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -29.83 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL -29.83 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -29.82 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL +-35.21 EQX 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -35.20 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -35.20 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -35.19 + EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL +-24.47 -1EQX 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -24.46 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -24.46 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -24.45 + -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL +-29.84 EQZ 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -29.83 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -29.83 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -29.82 + EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL +-29.84 -1EQZ 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -29.83 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -29.83 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -29.82 + -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT -5.77 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX -21.30 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 11.41 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ -4.95 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ -4.95
0.29 8.92 -8.35 0.29 0.28 6.07 6.07 6.07 6.07 6.06 12.60 12.60 12.60 12.60 -2.19 -2.20 -2.20 -2.20 5.21 5.20 5.20 5.20 5.20 5.20 5.20 5.20 6.34 6.34 6.34 6.34 4.07 4.06 4.06 4.06 5.20 5.20 5.20 5.20 5.20 5.20 5.20 5.20 -0.40 4.10 -4.78 -0.34 -0.34
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.15 0.73 -0.43 0.15 0.15 0.54 0.54 0.54 0.54 0.54 0.96 0.96 0.96 0.96 -0.03 -0.03 -0.03 -0.03 0.47 0.47 0.47 0.47 0.46 0.46 0.46 0.46 0.54 0.54 0.54 0.54 0.39 0.39 0.39 0.39 0.46 0.46 0.46 0.46 0.46 0.46 0.46 0.46 0.08 0.37 -0.23 0.07 0.07
0.26 0.26 0.26 -3.10 3.62 0.31 0.31 0.31 0.31 0.31 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 -2.61 -2.61 -2.61 -2.61 3.15 3.15 3.15 3.15 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 -0.57 -0.57 -0.57 -0.57 1.11 1.11 1.11 1.11 0.23 0.20 0.20 -1.53 1.93
1.17 1.17 1.17 -7.74 10.09 1.43 1.43 1.43 1.43 1.43 1.23 1.23 1.23 1.23 1.23 1.23 1.23 1.23 -6.42 -6.42 -6.42 -6.42 8.87 8.87 8.87 8.87 1.23 1.23 1.23 1.23 1.23 1.23 1.23 1.23 -2.43 -2.43 -2.43 -2.43 4.88 4.88 4.88 4.88 1.06 0.91 0.91 -3.68 5.49
Page 8 of 133
DETAIL REPORT FOR F1 P2 Load Comb
Axial (kN)
Shear X (kN)
1 - 1.4Dead + 1.4DL + 1.4PE 41.05 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 72.86 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 9.24 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 41.05 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 41.05 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 76.55 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 76.56 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 76.55 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 76.55 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 76.53 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL92.88 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL92.87 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL92.87 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 92.86 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL38.36 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL38.35 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL38.35 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 38.34 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL65.62 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL65.61 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL65.61 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 65.60 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL65.62 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL65.61 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL65.61 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 65.60 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 70.99 EQX 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +70.98 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +70.98 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 70.97 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 60.24 -1EQX 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +60.24 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +60.24 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 60.23 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 65.62 EQZ 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +65.61 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +65.61 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 65.60 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 65.62 -1EQZ 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +65.61 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +65.61 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 65.60 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 31.48 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 43.34 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 10.63 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 26.98 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 26.98
0.11 0.88 -0.67 0.11 0.11 0.39 0.39 0.39 0.39 0.39 1.00 1.00 1.00 1.00 -0.33 -0.33 -0.33 -0.33 0.33 0.33 0.33 0.33 0.34 0.34 0.34 0.34 0.39 0.39 0.39 0.39 0.28 0.28 0.28 0.28 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.05 0.44 -0.35 0.04 0.05
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.15 0.63 -0.34 0.14 0.15 0.47 0.47 0.47 0.47 0.47 0.82 0.82 0.82 0.82 -0.01 -0.01 -0.01 -0.01 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.46 0.46 0.46 0.46 0.34 0.34 0.34 0.34 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.09 0.32 -0.18 0.07 0.08
-0.73 -0.73 -0.73 -4.73 3.26 -0.89 -0.89 -0.89 -0.89 -0.89 -0.77 -0.77 -0.77 -0.77 -0.76 -0.76 -0.76 -0.76 -4.19 -4.19 -4.19 -4.19 2.66 2.66 2.66 2.66 -0.76 -0.76 -0.76 -0.76 -0.76 -0.76 -0.76 -0.76 -1.11 -1.11 -1.11 -1.11 -0.42 -0.42 -0.42 -0.42 -0.66 -0.57 -0.57 -2.62 1.49
-3.46 -3.46 -3.46 -15.89 8.97 -4.22 -4.22 -4.22 -4.22 -4.22 -3.62 -3.62 -3.62 -3.62 -3.62 -3.62 -3.62 -3.62 -14.27 -14.27 -14.27 -14.27 7.04 7.04 7.04 7.04 -3.62 -3.62 -3.62 -3.62 -3.62 -3.62 -3.62 -3.62 -4.93 -4.93 -4.93 -4.93 -2.30 -2.30 -2.30 -2.30 -3.13 -2.68 -2.68 -9.07 3.71
Page 9 of 133
DETAIL REPORT FOR F1 P3 Load Comb
Axial (kN)
Shear X (kN)
1 - 1.4Dead + 1.4DL + 1.4PE 15.68 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 15.68 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 15.68 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 15.68 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 15.68 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 18.38 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 18.38 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 18.38 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 18.38 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 18.38 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL15.76 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL15.76 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL15.76 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 15.76 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL15.76 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL15.76 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL15.76 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 15.76 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL15.76 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL15.76 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL15.76 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 15.76 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL15.76 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL15.76 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL15.76 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 15.76 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 15.76 EQX 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +15.76 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +15.76 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 15.76 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 15.76 -1EQX 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +15.76 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +15.76 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 15.76 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 15.76 EQZ 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +15.76 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +15.76 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 15.76 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 15.76 -1EQZ 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +15.76 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +15.76 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 15.76 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 0.00 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.00 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.00 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.00 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.00
1.57 1.57 1.57 2.56 0.57 1.84 1.84 1.84 1.84 1.84 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 2.43 2.43 2.43 2.43 0.72 0.72 0.72 0.72 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 0.00 0.00 0.00 0.51 -0.51
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.57 1.57 1.57 1.57 1.57 1.84 1.84 1.84 1.84 1.84 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 10 of 133
DETAIL REPORT FOR F1 BEARING CAPACITY - LINEAR SOIL PRESSURE METHOD Load Comb
Max Pressure (kN/sq m)
All Pressure (kN/sq m)
Ecc Z Dir (cm)
Ecc X Dir (cm)
Moment Z axis (kN-m)
Moment X axis (kN-m)
1 - Dead + DL + PE 66.94 2 - Dead + DL + PE + WLX 83.03 3 - Dead + DL + PE + -1WLX 67.37 4 - Dead + DL + PE + WLZ 62.44 5 - Dead + DL + PE + -1WLZ 75.84 6 - Dead + DL + LL + PO 82.13 7 - Dead + DL + LL + PO + FLT + FLL 82.14 8 - Dead + DL + LL + PO + -1FLT + FLL 82.13 9 - Dead + DL + LL + PO + FLT + -1FLL 82.13 10 - Dead + DL + LL + PO + -1FLT + -1FLL 82.13 11 - Dead + DL + LL + PO + FLT + FLL + WLX 98.22 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 98.22 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 98.22 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 98.21 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 66.05 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 66.05 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 66.05 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 66.04 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 76.94 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 76.93 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 76.93 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 76.93 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 91.04 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 91.03 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 91.03 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 91.03 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 84.54 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 84.54 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 84.54 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX84.53 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 79.73 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 79.73 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 79.73 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX79.72 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 80.21 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 80.20 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 80.20 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 80.20 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 84.07 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 84.06 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 84.06 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ84.06 43 - Dead + DL + PT 61.31 44 - Dead + DL + PT + 0.6WLX 70.96 45 - Dead + DL + PT + -0.6WLX 61.25 46 - Dead + DL + PT + 0.6WLZ 55.97 47 - Dead + DL + PT + -0.6WLZ 66.65
191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40 191.40
6.73 6.73 6.73 1.99 15.45 6.92 6.92 6.92 6.92 6.92 6.92 6.92 6.92 6.92 6.92 6.92 6.92 6.92 1.64 1.64 1.64 1.64 15.49 15.49 15.49 15.49 6.92 6.92 6.92 6.92 6.92 6.92 6.92 6.92 5.21 5.21 5.21 5.21 8.64 8.64 8.64 8.64 7.42 7.42 7.42 1.87 12.97
5.68 17.36 5.99 6.23 5.14 15.49 15.49 15.49 15.49 15.48 26.96 26.96 26.96 26.95 4.02 4.02 4.02 4.02 16.03 16.02 16.02 16.02 14.96 14.95 14.95 14.95 17.21 17.20 17.20 17.20 13.78 13.77 13.77 13.77 15.49 15.49 15.49 15.48 15.49 15.49 15.49 15.48 3.74 11.17 3.69 4.09 3.39
18.50 56.51 19.51 20.27 16.72 51.33 51.34 51.33 51.33 51.32 89.35 89.33 89.33 89.32 13.33 13.32 13.32 13.31 53.11 53.10 53.10 53.09 49.56 49.55 49.55 49.54 57.02 57.01 57.01 56.99 45.66 45.65 45.65 45.64 51.34 51.33 51.33 51.32 51.34 51.33 51.33 51.32 11.47 34.28 11.33 12.54 10.41
21.91 21.91 21.91 6.47 50.29 22.94 22.94 22.94 22.94 22.94 22.94 22.94 22.94 22.94 22.94 22.94 22.94 22.94 5.44 5.44 5.44 5.44 51.32 51.32 51.32 51.32 22.94 22.94 22.94 22.94 22.94 22.94 22.94 22.94 17.26 17.26 17.26 17.26 28.62 28.62 28.62 28.62 22.78 22.78 22.78 5.75 39.81
Rem
Page 11 of 133
DETAIL REPORT FOR F1 STABILITY RATIO / SLIDING SAFETY FACTOR Load Comb
S.R. Z Dir
S.R. X Dir
All S.R.
Sliding FS - Z
Sliding FS - X
All FS
1 - Dead + DL + PE 65.30 2 - Dead + DL + PE + WLX 18.84 3 - Dead + DL + PE + -1WLX 100.00 4 - Dead + DL + PE + WLZ 12.58 5 - Dead + DL + PE + -1WLZ 14.17 6 - Dead + DL + LL + PO 19.38 7 - Dead + DL + LL + PO + FLT + FLL 19.38 8 - Dead + DL + LL + PO + -1FLT + FLL 19.38 9 - Dead + DL + LL + PO + FLT + -1FLL 19.38 10 - Dead + DL + LL + PO + -1FLT + -1FLL 19.39 11 - Dead + DL + LL + PO + FLT + FLL + WLX 11.61 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 11.61 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 11.61 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 11.61 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 69.68 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 69.75 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 69.75 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 69.82 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 6.52 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 6.52 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 6.52 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 6.52 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 9.74 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 9.74 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 9.74 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 9.74 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 17.35 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 17.36 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 17.36 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX17.36 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 21.98 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 21.98 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 21.98 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX21.99 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 9.04 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 9.04 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 9.04 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 9.04 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 16.54 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 16.54 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 16.54 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ16.54 43 - Dead + DL + PT 38.86 44 - Dead + DL + PT + 0.6WLX 12.33 45 - Dead + DL + PT + -0.6WLX 100.00 46 - Dead + DL + PT + 0.6WLZ 16.46 47 - Dead + DL + PT + -0.6WLZ 23.12
38.45 5.94 21.83 32.28 47.54 6.88 6.88 6.88 6.88 6.88 3.62 3.62 3.62 3.62 58.23 58.23 58.23 58.23 6.66 6.66 6.66 6.66 7.11 7.11 7.11 7.11 6.01 6.02 6.02 6.02 8.05 8.05 8.05 8.05 6.88 6.88 6.88 6.88 6.88 6.88 6.88 6.88 100.00 9.18 31.25 43.83 78.93
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
100.00 100.00 100.00 39.36 29.17 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 40.84 40.84 40.84 40.84 28.89 28.89 28.89 28.89 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 49.28 59.88
100.00 24.03 36.71 92.40 100.00 33.23 33.22 33.23 33.23 33.25 15.57 15.58 15.58 15.58 100.00 100.00 100.00 100.00 29.67 29.68 29.68 29.69 37.74 37.76 37.76 37.77 29.05 29.06 29.06 29.07 38.79 38.81 38.81 38.82 33.22 33.23 33.23 33.25 33.22 33.23 33.23 33.25 100.00 50.11 44.30 100.00 100.00
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
Remarks
Page 12 of 133
DETAIL REPORT FOR F1 FOOTING DESIGN INFORMATION X Dim (mm) Z Dim (mm) Thickness (mm)
2250.00 2800.00 300.00
Top Steel Governing Combination
No of Bars
11. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 18 1.2WLX 5. 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 15
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
Moment (kN m/m)
12 12
150 150
7.27 7.54
0.2 0.72
-2 -6
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
(kN m/m)
12 12
150 150
7.27 7.54
5.4 5.4
10 18
Rem
Direction
X Z
Bottom Steel Governing Combination
No of Bars
11. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 18 1.2WLX 4. 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 15
PUNCHING SHEAR P1 Control Comb
3. 1.4Dead + 1.4DL + 1.4PE + -1.4WLX
Net Ult Load (kN)
Punch. Stress (N/sq mm)
All Stress (N/sq mm)
11.73
0.01
0.63
Punch. Stress (N/sq mm)
All Stress (N/sq mm)
P2 Control Comb
Net Ult Load (kN)
11. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL78.02 + 1.2WLX
0.08
0.63
Net Ult Load (kN)
Punch. Stress (N/sq mm)
All Stress (N/sq mm)
21.93
0.02
0.63
Rem
P3 Control Comb
5. 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ
Rem
Moment
Direction
X Z
Page 13 of 133
DETAIL REPORT FOR F1 MAXIMUM SHEAR - X DIRECTION Load Comb
Left Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 1.58 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 1.58 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 1.08 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 1.58 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 1.58 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 1.58 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 1.58 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 1.58 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 1.58 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL1.58 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.58 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.58 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.58 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.58 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.58 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.58 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.58 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.58 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.58 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.58 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.58 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.58 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.58 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.58 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.58 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.58 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 1.58 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.58 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.58 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.58 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 1.58 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.58 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.58 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.58 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 1.58 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.58 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.58 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.58 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 1.58 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.58 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.58 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.58 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 1.58 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 1.58 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 1.58 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 1.58 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 1.58
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
-51.55 -81.35 23.70 -52.94 -50.16 -79.79 -79.80 -79.79 -79.79 -79.78 -93.94 -93.93 -93.93 -93.92 -42.86 -42.85 -42.85 -42.84 -69.59 -69.58 -69.58 -69.58 -67.21 -67.20 -67.20 -67.19 -72.85 -72.84 -72.84 -72.83 -63.95 -63.94 -63.94 -63.93 -68.40 -68.39 -68.39 -68.38 -68.40 -68.39 -68.39 -68.38 -38.22 -48.08 -17.44 -33.48 -32.04
0.09 0.15 0.04 0.10 0.09 0.14 0.14 0.14 0.14 0.14 0.17 0.17 0.17 0.17 0.08 0.08 0.08 0.08 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.13 0.13 0.13 0.13 0.11 0.11 0.11 0.11 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.07 0.09 0.03 0.06 0.06
0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63
Rem
Page 14 of 133
DETAIL REPORT FOR F1 MAXIMUM SHEAR - Z DIRECTION Load Comb
Bottom Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 2.51 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 2.51 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 2.51 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 1.51 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 2.51 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 2.51 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 2.51 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 2.51 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 2.51 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL2.51 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 2.51 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 2.51 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 2.51 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL2.51 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 2.51 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 2.51 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 2.51 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL2.51 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.51 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.51 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.51 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.51 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 2.51 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 2.51 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 2.51 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL2.51 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 2.51 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 2.51 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 2.51 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +2.51 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 2.51 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 2.51 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 2.51 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +2.51 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 1.51 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.51 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.51 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.51 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 2.51 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 2.51 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 2.51 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +2.51 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 1.51 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 1.51 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 1.51 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 1.51 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 2.51
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
-18.89 -18.89 -18.89 37.25 -26.80 -20.04 -20.04 -20.04 -20.04 -20.04 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18 32.82 32.82 32.82 32.82 -23.96 -23.96 -23.96 -23.96 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18 18.91 18.91 18.91 18.91 -18.76 -18.76 -18.76 -18.76 17.08 14.64 14.64 25.52 -18.15
0.04 0.04 0.04 0.08 0.06 0.05 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.07 0.07 0.07 0.07 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.03 0.03 0.06 0.04
0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64
Rem
Page 15 of 133
DETAIL REPORT FOR F1 PIER/BASE PLATE DESIGN INFORMATION X Dim (mm) Z Dim (mm) Height above grade (mm) X Offset (mm) Z Offset (mm) Requested Reinft. Ratio Provided Reinft. Ratio Long Bar Size (mm) Bars in X Dir Bars in Z Dir Total Long Bars Tie Bar Size (mm) Total No. of Ties Major Tie Spacing (mm)
P1 600.00 600.00 200.00 675.00 2010.00 0.0018 0.0067 16 4 4 12 12 16 150
P2 600.00 600.00 200.00 1575.00 2010.00 0.0018 0.0067 16 4 4 12 12 16 150
P3 500.00 500.00 200.00 1125.00 690.00 0.0018 0.0097 16 4 4 12 12 16 150
Page 16 of 133
DETAIL REPORT FOR F1 PIER ULTIMATE LOAD CAPACITIES
P1 Load Comb
Axial Load (kN)
Axial Capa. (kN)
Mom X
Mom X Capa (kN m)
Mom Z
(kN m)
(kN m)
Mom Z Capa (kN m)
1 - 1.4Dead + 1.4DL + 1.4PE 21.66 5135.96 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX -10.15 -10.25 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 53.47 1519.69 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 21.66 590.81 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 21.66 440.03 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO -8.19 -8.27 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL -8.20 -8.29 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL -8.19 -8.27 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL -8.19 -8.27 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL -8.18 -8.26 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL-34.29 + 1.2WLX -258.82 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -34.29 + 1.2WLX -258.80 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL -34.29 + 1.2WLX -258.80 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -34.28 + 1.2WLX -258.78 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL20.23 + -1.2WLX 2207.07 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL20.24 + -1.2WLX 2205.95 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL20.24 + -1.2WLX 2205.95 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 20.25 + -1.2WLX2204.85 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL -7.03 + 1.2WLZ -7.10 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-7.02 + 1.2WLZ -7.09 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL-7.02 + 1.2WLZ -7.09 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -7.01 + 1.2WLZ -7.08 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL -7.03 + -1.2WLZ -7.10 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-7.02 + -1.2WLZ -7.09 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL-7.02 + -1.2WLZ -7.09 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -7.01 + -1.2WLZ -7.08 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL +-12.40 EQX -12.53 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -12.39 EQX -12.52 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -12.39 EQX -12.52 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -12.38 + EQX -12.51 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1.66 -1EQX -1.67 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-1.65 -1EQX -1.66 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +-1.65 -1EQX -1.66 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-1.64 -1EQX -1.65 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -7.03 EQZ -7.10 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-7.02 EQZ -7.09 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +-7.02 EQZ -7.09 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-7.01 EQZ -7.08 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -7.03 -1EQZ -7.10 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-7.02 -1EQZ -7.09 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +-7.02 -1EQZ -7.09 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-7.01 -1EQZ -7.08 43 - 1.4Dead + 1.4DL + 1.4PT 20.84 5169.19 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 1.50 1.52 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 34.22 1784.07 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 17.86 1263.29 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 17.86 788.63
1.74 1.74 1.74 14.57 18.05 2.12 2.12 2.12 2.12 2.12 1.82 1.82 1.82 1.82 1.82 1.82 1.82 1.82 12.16 12.16 12.16 12.16 15.80 15.80 15.80 15.80 1.82 1.82 1.82 1.82 1.82 1.82 1.82 1.82 3.69 3.69 3.69 3.69 7.33 7.33 7.33 7.33 1.57 1.35 1.35 7.04 9.73
418.73 23.02 48.84 395.86 366.64 41.25 41.23 41.25 41.25 41.27 13.87 13.87 13.87 13.88 196.85 196.66 196.66 196.46 396.31 175.03 175.03 175.07 229.44 229.46 229.46 229.47 33.90 33.92 33.92 33.93 52.46 52.49 52.49 52.52 82.32 82.36 82.36 82.40 147.22 147.28 147.28 147.33 410.96 39.01 69.10 497.58 429.28
0.78 20.35 18.79 0.78 0.77 13.89 13.90 13.89 13.89 13.88 28.69 28.68 28.68 28.68 4.86 4.87 4.87 4.87 11.92 11.91 11.91 11.91 11.90 11.90 11.90 11.89 14.49 14.48 14.48 14.47 9.34 9.33 9.33 9.33 11.91 11.91 11.91 11.90 11.91 11.91 11.91 11.90 0.80 9.38 10.75 0.68 0.69
179.32 273.74 530.95 21.48 15.62 272.27 272.28 272.27 272.27 272.27 217.23 217.23 217.23 217.24 530.30 530.36 530.36 530.41 407.80 171.45 171.45 171.40 173.19 173.14 173.14 173.08 273.11 273.11 273.11 273.11 271.13 271.13 271.13 271.13 266.35 266.35 266.35 266.34 241.74 241.72 241.72 241.70 185.43 272.80 554.28 48.14 30.35
Rem
Page 17 of 133
DETAIL REPORT FOR F1 P2 Load Comb
Axial Load (kN)
Axial Capa. (kN)
Mom X
Mom Z
(kN m)
Mom X Capa (kN m)
(kN m)
Mom Z Capa (kN m)
1 - 1.4Dead + 1.4DL + 1.4PE 67.66 5524.08 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 99.47 6592.40 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 35.85 3801.85 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 67.66 1302.45 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 67.66 2578.03 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 103.16 6592.40 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL103.17 6592.40 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL103.16 6592.40 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL103.16 6592.40 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 103.14 6592.40 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 115.69 + 1.2WLX 6592.40 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 115.68 + 1.2WLX 6592.40 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 115.68 + 1.2WLX 6592.40 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 115.67 + 1.2WLX 6592.40 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL61.17 + -1.2WLX 5203.08 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL61.16 + -1.2WLX 5202.65 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL61.16 + -1.2WLX 5202.65 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 61.15 + -1.2WLX5202.20 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL88.43 + 1.2WLZ 2256.00 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL88.42 + 1.2WLZ 2255.70 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL88.42 + 1.2WLZ 2255.70 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 88.41 + 1.2WLZ 2255.40 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL88.43 + -1.2WLZ 3976.11 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL88.42 + -1.2WLZ 3975.81 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL88.42 + -1.2WLZ 3975.81 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 88.41 + -1.2WLZ3975.51 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 93.80 EQX 6592.40 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +93.79 EQX 6592.40 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +93.79 EQX 6592.40 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 93.78 EQX 6592.40 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 83.05 -1EQX 6592.40 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +83.04 -1EQX 6592.40 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +83.04 -1EQX 6592.40 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 83.04 -1EQX 6592.40 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 88.43 EQZ 5272.61 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +88.42 EQZ 5269.42 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +88.42 EQZ 5269.42 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 88.41 EQZ 5267.33 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 88.43 -1EQZ 6592.40 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +88.42 -1EQZ 6592.40 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +88.42 -1EQZ 6592.40 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 88.41 -1EQZ 6592.40 43 - 1.4Dead + 1.4DL + 1.4PT 58.09 5304.09 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 66.15 6592.40 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 33.44 4467.77 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 49.79 1942.21 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 49.79 4078.40
5.07 5.08 5.07 26.29 16.14 6.18 6.18 6.18 6.18 6.18 5.30 5.30 5.30 5.30 5.30 5.30 5.30 5.30 23.49 23.49 23.49 23.49 12.89 12.89 12.89 12.89 5.30 5.30 5.30 5.30 5.30 5.30 5.30 5.30 7.38 7.38 7.38 7.38 3.22 3.22 3.22 3.22 4.58 3.93 3.92 14.84 6.99
414.31 336.52 529.91 506.01 614.41 395.04 394.99 395.04 395.04 395.09 915.03 915.03 915.03 915.04 437.58 437.66 437.66 437.74 596.56 596.55 596.55 596.53 571.68 571.70 571.70 571.72 372.38 372.41 372.41 372.45 420.56 420.61 420.61 420.66 433.13 434.11 434.11 434.79 848.05 848.12 848.12 848.20 418.17 391.37 517.38 575.67 564.42
1.35 2.57 1.80 1.35 1.35 2.06 2.06 2.06 2.06 2.06 3.01 3.01 3.01 3.01 1.22 1.22 1.22 1.22 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.88 1.88 1.88 1.88 1.66 1.66 1.66 1.66 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.16 1.32 0.95 1.00 1.00
110.48 170.66 190.59 26.04 51.48 131.85 131.85 131.85 131.85 131.85 565.74 565.84 565.84 565.94 120.00 119.94 119.94 119.91 45.07 45.06 45.06 45.05 79.75 79.74 79.74 79.74 131.85 131.85 131.85 131.85 131.85 131.85 131.85 131.85 114.56 113.11 113.11 112.05 465.17 465.16 465.16 465.14 106.08 131.85 127.01 39.02 81.72
Rem
Page 18 of 133
DETAIL REPORT FOR F1 P3 Load Comb
Axial Load (kN)
Axial Capa. (kN)
Mom X
Mom Z
(kN m)
Mom X Capa (kN m)
(kN m)
Mom Z Capa (kN m)
1 - 1.4Dead + 1.4DL + 1.4PE 34.16 2356.38 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 34.16 2356.38 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 34.16 2356.38 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 34.16 1785.20 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 34.16 3034.38 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 36.86 2176.45 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 36.86 2176.45 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 36.86 2176.45 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 36.86 2176.45 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 36.86 2176.45 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL31.60 + 1.2WLX 2176.45 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL31.60 + 1.2WLX 2176.45 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL31.60 + 1.2WLX 2176.45 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 31.60 + 1.2WLX 2176.45 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL31.60 + -1.2WLX 2176.45 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL31.60 + -1.2WLX 2176.45 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL31.60 + -1.2WLX 2176.45 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 31.60 + -1.2WLX2176.45 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL31.60 + 1.2WLZ 1710.01 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL31.60 + 1.2WLZ 1710.01 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL31.60 + 1.2WLZ 1710.01 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 31.60 + 1.2WLZ 1710.01 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL31.60 + -1.2WLZ 2773.32 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL31.60 + -1.2WLZ 2773.32 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL31.60 + -1.2WLZ 2773.32 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 31.60 + -1.2WLZ2773.32 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 31.60 EQX 2176.45 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +31.60 EQX 2176.45 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +31.60 EQX 2176.45 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 31.60 EQX 2176.45 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 31.60 -1EQX 2176.45 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +31.60 -1EQX 2176.45 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +31.60 -1EQX 2176.45 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 31.60 -1EQX 2176.45 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 31.60 EQZ 2176.45 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +31.60 EQZ 2176.45 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +31.60 EQZ 2176.45 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 31.60 EQZ 2176.45 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 31.60 -1EQZ 2176.45 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +31.60 -1EQZ 2176.45 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +31.60 -1EQZ 2176.45 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 31.60 -1EQZ 2176.45 43 - 1.4Dead + 1.4DL + 1.4PT 18.48 4832.40 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 15.84 4832.40 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 15.84 4832.40 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 15.84 3777.76 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 15.84 3777.76
3.45 3.45 3.45 3.45 3.45 4.04 4.04 4.04 4.04 4.04 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 0.37 0.32 0.32 0.32 0.32
235.81 235.81 235.81 179.58 303.00 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 186.11 186.11 186.11 186.11 300.49 300.49 300.49 300.49 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 342.59 342.59 342.59 92.88 92.88
3.45 3.45 3.45 5.64 1.26 4.04 4.04 4.04 4.04 4.04 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 5.34 5.34 5.34 5.34 1.59 1.59 1.59 1.59 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.47 0.37 0.32 0.32 1.12 1.12
235.81 235.81 235.81 287.18 111.83 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 280.50 280.50 280.50 280.50 139.35 139.35 139.35 139.35 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 235.81 342.59 342.59 342.59 252.18 252.18
Rem
Page 19 of 133
DETAIL REPORT FOR F1
Page 20 of 133
DETAIL REPORT FOR F1 SELF WEIGHTS AND APPLIED EXTERNAL LOAD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Load Elem Weight kN
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
51.22 WLX 51.22 -1WLX 51.22 WLZ 51.22 -1WLZ 51.22 PO 51.22 PO + FLT + FLL 51.22 PO + -1FLT + FLL 51.22 PO + FLT + -1FLL 51.22 PO + -1FLT + -1FLL 51.22 PO + FLT + FLL + WLX51.22 PO + -1FLT + FLL + WLX 51.22 PO + FLT + -1FLL + WLX 51.22 PO + -1FLT + -1FLL + WLX 51.22 PO + FLT + FLL + -1WLX 51.22 PO + -1FLT + FLL + -1WLX 51.22 PO + FLT + -1FLL + -1WLX 51.22 PO + -1FLT + -1FLL + -1WLX 51.22 PO + FLT + FLL + WLZ51.22 PO + -1FLT + FLL + WLZ 51.22 PO + FLT + -1FLL + WLZ 51.22 PO + -1FLT + -1FLL + WLZ 51.22 PO + FLT + FLL + -1WLZ 51.22 PO + -1FLT + FLL + -1WLZ 51.22 PO + FLT + -1FLL + -1WLZ 51.22 PO + -1FLT + -1FLL + -1WLZ 51.22 PO + FLT + FLL + 0.715EQX 51.22 PO + -1FLT + FLL + 0.715EQX 51.22 PO + FLT + -1FLL + 0.715EQX 51.22 PO + -1FLT + -1FLL + 0.715EQX 51.22 PO + FLT + FLL + -0.715EQX 51.22 PO + -1FLT + FLL + -0.715EQX 51.22 PO + FLT + -1FLL + -0.715EQX 51.22 PO + -1FLT + -1FLL + -0.715EQX 51.22 PO + FLT + FLL + 0.715EQZ 51.22 PO + -1FLT + FLL + 0.715EQZ 51.22 PO + FLT + -1FLL + 0.715EQZ 51.22 PO + -1FLT + -1FLL + 0.715EQZ 51.22 PO + FLT + FLL + -0.715EQZ 51.22 PO + -1FLT + FLL + -0.715EQZ 51.22 PO + FLT + -1FLL + -0.715EQZ 51.22 PO + -1FLT + -1FLL + -0.715EQZ 51.22 51.22 0.6WLX 51.22 -0.6WLX 51.22 0.6WLZ 51.22 -0.6WLZ 51.22
Soil Weight kN
Mat Weight kN
App Axial Load kN
Tot Axial Load kN
Buoyant Load kN
191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88 191.88
45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36 45.36
36.99 36.99 36.99 36.99 36.99 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 42.95 18.37 18.37 18.37 18.37 18.37
325.44 325.44 325.44 325.44 325.44 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 331.4 306.82 306.82 306.82 306.82 306.82
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page 21 of 133
DETAIL REPORT FOR F1 SOIL BEARING RESULTS - LINEAR SOIL PRESSURE METHOD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Max Bearing kN/sq m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
66.941 WLX 83.028 -1WLX 67.367 WLZ 62.439 -1WLZ 75.843 PO 82.132 PO + FLT + FLL 82.138 PO + -1FLT + FLL 82.132 PO + FLT + -1FLL 82.132 PO + -1FLT + -1FLL 82.127 PO + FLT + FLL + WLX 98.225 PO + -1FLT + FLL + WLX 98.22 PO + FLT + -1FLL + WLX 98.22 PO + -1FLT + -1FLL + 98.214 WLX PO + FLT + FLL + -1WLX 66.05 PO + -1FLT + FLL + -1WLX 66.045 PO + FLT + -1FLL + -1WLX 66.045 PO + -1FLT + -1FLL + -1WLX 66.04 PO + FLT + FLL + WLZ 76.936 PO + -1FLT + FLL + WLZ 76.931 PO + FLT + -1FLL + WLZ 76.931 PO + -1FLT + -1FLL + 76.926 WLZ PO + FLT + FLL + -1WLZ 91.04 PO + -1FLT + FLL + -1WLZ 91.034 PO + FLT + -1FLL + -1WLZ 91.034 PO + -1FLT + -1FLL + 91.029 -1WLZ PO + FLT + FLL + 0.715EQX 84.542 PO + -1FLT + FLL + 0.715EQX 84.537 PO + FLT + -1FLL + 0.715EQX 84.537 PO + -1FLT + -1FLL + 84.531 0.715EQX PO + FLT + FLL + -0.715EQX 79.734 PO + -1FLT + FLL + -0.715EQX 79.728 PO + FLT + -1FLL + -0.715EQX 79.728 PO + -1FLT + -1FLL + 79.723 -0.715EQX PO + FLT + FLL + 0.715EQZ 80.206 PO + -1FLT + FLL + 0.715EQZ 80.201 PO + FLT + -1FLL + 0.715EQZ 80.201 PO + -1FLT + -1FLL + 80.196 0.715EQZ PO + FLT + FLL + -0.715EQZ 84.069 PO + -1FLT + FLL + -0.715EQZ 84.064 PO + FLT + -1FLL + -0.715EQZ 84.064 PO + -1FLT + -1FLL + 84.059 -0.715EQZ 61.306 0.6WLX 70.958 -0.6WLX 61.246 0.6WLZ 55.965 -0.6WLZ 66.647
Min Bearing kN/sq m
X Comp Len m
Z Comp Len m
Area in Comp sq m
% in Comp
36.374 20.286 35.948 40.875 27.472 23.075 23.069 23.075 23.075 23.08 6.982 6.987 6.987 6.992 39.157 39.162 39.162 39.167 28.271 28.276 28.276 28.281 14.167 14.173 14.173 14.178 20.665 20.67 20.67 20.676 25.473 25.479 25.479 25.484 25.001 25.006 25.006 25.011 21.138 21.143 21.143 21.148 36.097 26.445 36.158 41.438 30.756
9.617 3.905 9.179 8.185 12.053 4.253 4.252 4.253 4.253 4.254 2.922 2.922 2.922 2.922 13.166 13.177 13.177 13.188 3.85 3.85 3.85 3.851 4.882 4.883 4.883 4.884 3.941 3.941 3.941 3.942 4.641 4.642 4.642 4.643 4.152 4.153 4.153 4.154 4.352 4.353 4.353 4.354 14.202 5.502 14.366 11.863 17.019
12.574 15.596 12.654 39.732 6.207 14.736 14.737 14.736 14.736 14.735 17.623 17.622 17.622 17.621 11.85 11.85 11.85 11.849 58.218 58.215 58.215 58.211 7.301 7.301 7.301 7.301 15.168 15.167 15.167 15.166 14.305 14.304 14.304 14.304 19.125 19.123 19.123 19.122 12.09 12.09 12.09 12.089 11.077 12.821 11.066 40.053 6.891
6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3
100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
BEARING PRESSURE CALCULATION FOR UNFACTORED LOAD COMBINATION 11 Eccentricity condition: Eccentricity - Z direction = Eccentricity - X direction = Total Axial Load = Footing length = Footing width = Mat Area A = Soil overburden = Gross bearing pressure = Net soil bearing =
Biaxial eccentricity Ecc,z = Ecc,x = P= Lx = Lz = Lx * Lz = S= Gbp = Solved by trial and error method Nbp = Gbp - S =
69.225 269.599 331.4 2.25 2.8 6.3 41.4 98.225 56.825
mm mm kN m m sq m kN/sq m kN/sq m kN/sq m
Page 22 of 133
DETAIL REPORT FOR F1 STABILITY RATIO CALCULATIONS No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Overturn Mom - X kNm
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
9.283 WLX 62.625 -1WLX 16.643 WLZ 11.058 -1WLZ 7.508 PO 54.69 PO + FLT + FLL 54.708 PO + -1FLT + FLL 54.69 PO + FLT + -1FLL 54.69 PO + -1FLT + -1FLL 54.672 PO + FLT + FLL + WLX 108.05 PO + -1FLT + FLL + WLX 108.032 PO + FLT + -1FLL + WLX 108.032 PO + -1FLT + -1FLL +108.014 WLX PO + FLT + FLL + -1WLX 6.748 PO + -1FLT + FLL + -1WLX 6.747 PO + FLT + -1FLL + -1WLX 6.747 PO + -1FLT + -1FLL + -1WLX 6.747 PO + FLT + FLL + WLZ 56.483 PO + -1FLT + FLL + WLZ 56.465 PO + FLT + -1FLL + WLZ 56.465 PO + -1FLT + -1FLL + 56.447 WLZ PO + FLT + FLL + -1WLZ 52.933 PO + -1FLT + FLL + -1WLZ 52.915 PO + FLT + -1FLL + -1WLZ 52.915 PO + -1FLT + -1FLL + 52.897 -1WLZ PO + FLT + FLL + 0.715EQX 62.981 PO + -1FLT + FLL + 0.715EQX 62.963 PO + FLT + -1FLL + 0.715EQX 62.963 PO + -1FLT + -1FLL + 62.946 0.715EQX PO + FLT + FLL + -0.715EQX 46.434 PO + -1FLT + FLL + -0.715EQX 46.417 PO + FLT + -1FLL + -0.715EQX 46.417 PO + -1FLT + -1FLL + 46.399 -0.715EQX PO + FLT + FLL + 0.715EQZ 54.708 PO + -1FLT + FLL + 0.715EQZ 54.69 PO + FLT + -1FLL + 0.715EQZ 54.69 PO + -1FLT + -1FLL + 54.672 0.715EQZ PO + FLT + FLL + -0.715EQZ 54.708 PO + -1FLT + FLL + -0.715EQZ 54.69 PO + FLT + -1FLL + -0.715EQZ 54.69 PO + -1FLT + -1FLL + 54.672 -0.715EQZ 3.495 0.6WLX 37.996 -0.6WLX 11.036 0.6WLZ 7.766 -0.6WLZ 4.563
Resist Mom - X kNm
SRx
Overturn Mom - Z kNm
Resist Mom - Z kNm
SRz
356.904 372.24 363.258 356.904 356.904 376.19 376.195 376.19 376.19 376.185 391.531 391.526 391.526 391.521 392.909 392.896 392.896 392.883 376.195 376.19 376.19 376.185 376.195 376.19 376.19 376.185 378.789 378.784 378.784 378.778 373.602 373.596 373.596 373.591 376.195 376.19 376.19 376.185 376.195 376.19 376.19 376.185 360.142 348.893 344.879 340.401 360.145
38.449 5.944 21.826 32.277 47.539 6.879 6.876 6.879 6.879 6.881 3.624 3.624 3.624 3.625 58.228 58.23 58.23 58.231 6.66 6.662 6.662 6.664 7.107 7.109 7.109 7.112 6.014 6.016 6.016 6.018 8.046 8.049 8.049 8.052 6.876 6.879 6.879 6.881 6.876 6.879 6.879 6.881 100 9.182 31.251 43.834 78.93
6.892 24.843 4.097 37.968 31.491 24.503 24.509 24.503 24.503 24.497 42.461 42.454 42.454 42.448 6.558 6.552 6.552 6.545 81.388 81.372 81.372 81.356 48.283 48.277 48.277 48.271 27.545 27.539 27.539 27.532 21.474 21.468 21.468 21.461 58.686 58.67 58.67 58.654 28.629 28.623 28.623 28.616 11.698 39.1 3.412 27.555 18.044
450.018 467.97 447.223 477.696 446.237 474.946 474.952 474.946 474.946 474.94 492.904 492.897 492.897 492.891 457.001 456.995 456.995 456.988 530.49 530.474 530.474 530.458 470.346 470.339 470.339 470.333 477.988 477.982 477.982 477.975 471.917 471.91 471.91 471.904 530.49 530.474 530.474 530.458 473.393 473.386 473.386 473.38 454.606 482.008 446.319 453.434 417.207
65.299 18.837 100 12.581 14.17 19.383 19.378 19.383 19.383 19.388 11.608 11.61 11.61 11.612 69.685 69.751 69.751 69.817 6.518 6.519 6.519 6.52 9.741 9.742 9.742 9.744 17.353 17.357 17.357 17.361 21.976 21.982 21.982 21.989 9.039 9.042 9.042 9.044 16.535 16.539 16.539 16.542 38.861 12.328 100 16.456 23.122
Note: Stability ratio values greater than 100 are displayed as 100.
Page 23 of 133
DETAIL REPORT FOR F1 SLIDING RESISTANCE CALCULATION - X DIRECTION - UNFACTORED LOAD COMBINATION 11 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lz = Lx = h= h1 = Y= Yh1 =
2.8 2.25 0.3 2 18 36
m m m m kN/cu m kN/sq m
p2 =
Y(h + h1) =
41.4
kN/sq m
R1 =
0.5*Lz*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
32.508 3 0.3 331.4 97.524 99.42 196.944 12.646 15.574
kN
R2 = R3 = R= FS,slid =
kN kN kN kN kN
Note: Sliding factor of safety value greater than 100 is displayed as 100.
SLIDING RESISTANCE CALCULATION - Z DIRECTION - UNFACTORED LOAD COMBINATION 11 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lx = Lz = h= h1 = Y= Yh1 =
2.25 2.8 0.3 2 18 36
m m m m kN/cu m kN/sq m
p2 =
Y(h + h1) =
41.4
kN/sq m
R1 =
0.5*Lx*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
26.123 3 0.3 331.4 78.369 99.42 177.789 0.9 100
kN
R2 = R3 = R= FS,slid =
Note: Sliding factor of safety value greater than 100 is displayed as 100.
FACTORED LOADS - SOIL BEARING VALUES No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Max X Bearing kN/sq m
Min X Bearing kN/sq m
1.4PE 83.283 61.357 1.4PE + 1.4WLX 105.805 38.835 1.4PE + -1.4WLX 83.879 60.761 1.4PE + 1.4WLZ 84.335 60.306 1.4PE + -1.4WLZ 82.231 62.409 1.6LL + 1.4PO 104.062 43.228 1.6LL + 1.4PO + 1.6FLT104.07 + 1.6FLL 43.22 1.6LL + 1.4PO + -1.6FLT 104.062 + 1.6FLL 43.228 1.6LL + 1.4PO + 1.6FLT 104.062 + -1.6FLL 43.228 1.6LL + 1.4PO + -1.6FLT 104.053 + -1.6FLL 43.236 1.2LL + 1.2PO + 1.2FLT 108.506 + 1.2FLL + 1.2WLX 17.742 1.2LL + 1.2PO + -1.2FLT108.5 + 1.2FLL + 1.2WLX 17.749 1.2LL + 1.2PO + 1.2FLT 108.5 + -1.2FLL + 1.2WLX 17.749 1.2LL + 1.2PO + -1.2FLT 108.494 + -1.2FLL + 17.755 1.2WLX 1.2LL + 1.2PO + 1.2FLT69.897 + 1.2FLL + -1.2WLX 56.352 1.2LL + 1.2PO + -1.2FLT 69.891 + 1.2FLL + -1.2WLX 56.358 1.2LL + 1.2PO + 1.2FLT69.891 + -1.2FLL + -1.2WLX 56.358 1.2LL + 1.2PO + -1.2FLT 69.884 + -1.2FLL + 56.364 -1.2WLX 1.2LL + 1.2PO + 1.2FLT90.103 + 1.2FLL + 1.2WLZ 36.145 1.2LL + 1.2PO + -1.2FLT 90.097 + 1.2FLL + 1.2WLZ 36.152 1.2LL + 1.2PO + 1.2FLT90.097 + -1.2FLL + 1.2WLZ 36.152 1.2LL + 1.2PO + -1.2FLT 90.091 + -1.2FLL + 36.158 1.2WLZ 1.2LL + 1.2PO + 1.2FLT +88.3 1.2FLL + -1.2WLZ 37.949 1.2LL + 1.2PO + -1.2FLT 88.294 + 1.2FLL + -1.2WLZ 37.955 1.2LL + 1.2PO + 1.2FLT88.294 + -1.2FLL + -1.2WLZ 37.955 1.2LL + 1.2PO + -1.2FLT 88.287 + -1.2FLL + 37.961 -1.2WLZ LL + 1.2PO + 1.2FLT +92.563 1.2FLL + EQX33.685 LL + 1.2PO + -1.2FLT +92.557 1.2FLL + EQX 33.691 LL + 1.2PO + 1.2FLT +92.557 -1.2FLL + EQX 33.691
Max Z Bearing kN/sq m
Min Z Bearing kN/sq m
82.755 82.755 82.755 75.4 96.269 84.569 84.569 84.569 84.569 84.569 72.488 72.488 72.488 72.488 72.488 72.488 72.488 72.488 65.344 65.344 65.344 65.344 84.072 84.072 84.072 84.072 72.488 72.488 72.488
61.886 61.886 61.886 69.24 48.371 62.721 62.721 62.721 62.721 62.721 53.76 53.76 53.76 53.76 53.76 53.76 53.76 53.76 60.904 60.904 60.904 60.904 42.177 42.177 42.177 42.177 53.76 53.76 53.76
kN kN kN kN kN
Page 24 of 133
DETAIL REPORT FOR F1 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + +
LL + 1.2PO + -1.2FLT +92.551 -1.2FLL + EQX 33.698 LL + 1.2PO + 1.2FLT +85.839 1.2FLL + -1EQX 40.41 LL + 1.2PO + -1.2FLT +85.832 1.2FLL + -1EQX 40.416 LL + 1.2PO + 1.2FLT +85.832 -1.2FLL + -1EQX 40.416 LL + 1.2PO + -1.2FLT +85.826 -1.2FLL + -1EQX 40.422 LL + 1.2PO + 1.2FLT +89.201 1.2FLL + EQZ37.048 LL + 1.2PO + -1.2FLT +89.195 1.2FLL + EQZ 37.054 LL + 1.2PO + 1.2FLT +89.195 -1.2FLL + EQZ 37.054 LL + 1.2PO + -1.2FLT +89.188 -1.2FLL + EQZ37.06 LL + 1.2PO + 1.2FLT +89.201 1.2FLL + -1EQZ 37.048 LL + 1.2PO + -1.2FLT +89.195 1.2FLL + -1EQZ 37.054 LL + 1.2PO + 1.2FLT +89.195 -1.2FLL + -1EQZ 37.054 LL + 1.2PO + -1.2FLT +89.188 -1.2FLL + -1EQZ 37.06 1.4PT 74.981 61.384 1.2PT + 0.72WLX 75.852 41.032 1.2PT + -0.72WLX 64.197 52.687 1.2PT + 0.72WLZ 64.811 52.074 1.2PT + -0.72WLZ 63.729 53.155
72.488 72.488 72.488 72.488 72.488 69.786 69.786 69.786 69.786 75.19 75.19 75.19 75.19 79.03 67.74 67.74 60.789 74.69
53.76 53.76 53.76 53.76 53.76 56.462 56.462 56.462 56.462 51.059 51.059 51.059 51.059 57.335 49.144 49.144 56.095 42.194
Page 25 of 133
DETAIL REPORT FOR F1 BEAM SHEAR STRESS - X DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Shear Crit Sect kN
Shear Stress N/sq mm
1.4PE 1.575 -51.548 0.092 1.4PE + 1.4WLX 1.575 -81.345 0.145 1.4PE + -1.4WLX 1.075 23.696 0.042 1.4PE + 1.4WLZ 1.575 -52.94 0.095 1.4PE + -1.4WLZ 1.575 -50.157 0.09 1.6LL + 1.4PO 1.575 -79.789 0.142 1.6LL + 1.4PO 1.575 + 1.6FLT -79.8 + 1.6FLL 0.143 1.6LL + 1.4PO 1.575 + -1.6FLT -79.789 + 1.6FLL 0.142 1.6LL + 1.4PO 1.575 + 1.6FLT -79.789 + -1.6FLL 0.142 1.6LL + 1.4PO 1.575 + -1.6FLT -79.778 + -1.6FLL 0.142 1.2LL + 1.2PO 1.575 + 1.2FLT -93.938 + 1.2FLL + 1.2WLX 0.168 1.2LL + 1.2PO 1.575 + -1.2FLT-93.93 + 1.2FLL + 1.2WLX 0.168 1.2LL + 1.2PO 1.575 + 1.2FLT-93.93 + -1.2FLL + 1.2WLX 0.168 1.2LL + 1.2PO 1.575 + -1.2FLT -93.922 + -1.2FLL + 1.2WLX 0.168 1.2LL + 1.2PO 1.575 + 1.2FLT -42.858 + 1.2FLL + -1.2WLX 0.077 1.2LL + 1.2PO 1.575 + -1.2FLT-42.85 + 1.2FLL + -1.2WLX 0.077 1.2LL + 1.2PO 1.575 + 1.2FLT-42.85 + -1.2FLL + -1.2WLX 0.077 1.2LL + 1.2PO 1.575 + -1.2FLT -42.842 + -1.2FLL + -1.2WLX 0.077 1.2LL + 1.2PO 1.575 + 1.2FLT -69.591 + 1.2FLL + 1.2WLZ 0.124 1.2LL + 1.2PO 1.575 + -1.2FLT -69.583 + 1.2FLL + 1.2WLZ 0.124 1.2LL + 1.2PO 1.575 + 1.2FLT -69.583 + -1.2FLL + 1.2WLZ 0.124 1.2LL + 1.2PO 1.575 + -1.2FLT -69.575 + -1.2FLL + 1.2WLZ 0.124 1.2LL + 1.2PO 1.575 + 1.2FLT -67.206 + 1.2FLL + -1.2WLZ 0.12 1.2LL + 1.2PO 1.575 + -1.2FLT -67.197 + 1.2FLL + -1.2WLZ 0.12 1.2LL + 1.2PO 1.575 + 1.2FLT -67.197 + -1.2FLL + -1.2WLZ 0.12 1.2LL + 1.2PO 1.575 + -1.2FLT -67.189 + -1.2FLL + -1.2WLZ 0.12 LL + 1.2PO 1.575 + 1.2FLT +-72.846 1.2FLL + EQX 0.13 LL + 1.2PO 1.575 + -1.2FLT -72.838 + 1.2FLL + EQX 0.13 LL + 1.2PO 1.575 + 1.2FLT +-72.838 -1.2FLL + EQX 0.13 LL + 1.2PO 1.575 + -1.2FLT +-72.83 -1.2FLL + EQX 0.13 LL + 1.2PO 1.575 + 1.2FLT +-63.949 1.2FLL + -1EQX 0.114 LL + 1.2PO 1.575 + -1.2FLT -63.941 + 1.2FLL + -1EQX 0.114 LL + 1.2PO 1.575 + 1.2FLT +-63.941 -1.2FLL + -1EQX 0.114 LL + 1.2PO 1.575 + -1.2FLT -63.933 + -1.2FLL + -1EQX 0.114 LL + 1.2PO 1.575 + 1.2FLT +-68.398 1.2FLL + EQZ 0.122 LL + 1.2PO 1.575 + -1.2FLT +-68.39 1.2FLL + EQZ0.122 LL + 1.2PO 1.575 + 1.2FLT + -68.39 -1.2FLL + EQZ0.122 LL + 1.2PO 1.575 + -1.2FLT -68.381 + -1.2FLL + EQZ0.122 LL + 1.2PO 1.575 + 1.2FLT +-68.398 1.2FLL + -1EQZ 0.122 LL + 1.2PO 1.575 + -1.2FLT +-68.39 1.2FLL + -1EQZ 0.122 LL + 1.2PO 1.575 + 1.2FLT + -68.39 -1.2FLL + -1EQZ 0.122 LL + 1.2PO 1.575 + -1.2FLT -68.381 + -1.2FLL + -1EQZ 0.122 1.4PT 1.575 -38.219 0.068 1.2PT + 0.72WLX 1.575 -48.083 0.086 1.2PT + -0.72WLX 1.575 -17.435 0.031 1.2PT + 0.72WLZ 1.575 -33.475 0.06 1.2PT + -0.72WLZ 1.575 -32.043 0.057
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627
1.575 1.575 1.075 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575 1.575
-51.548 -81.345 23.696 -52.94 -50.157 -79.789 -79.8 -79.789 -79.789 -79.778 -93.938 -93.93 -93.93 -93.922 -42.858 -42.85 -42.85 -42.842 -69.591 -69.583 -69.583 -69.575 -67.206 -67.197 -67.197 -67.189 -72.846 -72.838 -72.838 -72.83 -63.949 -63.941 -63.941 -63.933 -68.398 -68.39 -68.39 -68.381 -68.398 -68.39 -68.39 -68.381 -38.219 -48.083 -17.435 -33.475 -32.043
0.092 0.145 0.042 0.095 0.09 0.142 0.143 0.142 0.142 0.142 0.168 0.168 0.168 0.168 0.077 0.077 0.077 0.077 0.124 0.124 0.124 0.124 0.12 0.12 0.12 0.12 0.13 0.13 0.13 0.13 0.114 0.114 0.114 0.114 0.122 0.122 0.122 0.122 0.122 0.122 0.122 0.122 0.068 0.086 0.031 0.06 0.057
0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627 0.627
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
2.51 2.51 2.51 1.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51
-18.892 -18.892 -18.892 37.253 -26.797 -20.043 -20.043 -20.043 -20.043 -20.043 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18
0.042 0.042 0.042 0.083 0.06 0.045 0.045 0.045 0.045 0.045 0.038 0.038 0.038 0.038 0.038 0.038 0.038
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
BEAM SHEAR STRESS - Z DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + +
1.4PE 1.4PE 1.4PE 1.4PE 1.4PE 1.6LL 1.6LL 1.6LL 1.6LL 1.6LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL
+ + + + + + + + + + + + + + + +
2.51 1.4WLX 2.51 -1.4WLX 2.51 1.4WLZ 1.51 -1.4WLZ 2.51 1.4PO 2.51 1.4PO 2.51 + 1.4PO 2.51 + 1.4PO 2.51 + 1.4PO 2.51 + 1.2PO 2.51 + 1.2PO 2.51 + 1.2PO 2.51 + 1.2PO 2.51 + 1.2PO 2.51 + 1.2PO 2.51 + 1.2PO 2.51 +
Shear Crit Sect kN
Shear Stress N/sq mm
-18.892 0.042 -18.892 0.042 -18.892 0.042 37.253 0.083 -26.797 0.06 -20.043 0.045 1.6FLT -20.043 + 1.6FLL 0.045 -1.6FLT -20.043 + 1.6FLL 0.045 1.6FLT -20.043 + -1.6FLL 0.045 -1.6FLT -20.043 + -1.6FLL 0.045 1.2FLT-17.18 + 1.2FLL + 1.2WLX 0.038 -1.2FLT-17.18 + 1.2FLL + 1.2WLX 0.038 1.2FLT-17.18 + -1.2FLL + 1.2WLX 0.038 -1.2FLT-17.18 + -1.2FLL + 1.2WLX 0.038 1.2FLT-17.18 + 1.2FLL + -1.2WLX 0.038 -1.2FLT-17.18 + 1.2FLL + -1.2WLX 0.038 1.2FLT-17.18 + -1.2FLL + -1.2WLX 0.038
Page 26 of 133
DETAIL REPORT FOR F1 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2LL + 1.2PO 2.51 + -1.2FLT-17.18 + -1.2FLL + -1.2WLX 0.038 1.2LL + 1.2PO 1.51 + 1.2FLT32.815 + 1.2FLL + 1.2WLZ 0.073 1.2LL + 1.2PO 1.51 + -1.2FLT 32.815 + 1.2FLL + 1.2WLZ 0.073 1.2LL + 1.2PO 1.51 + 1.2FLT32.815 + -1.2FLL + 1.2WLZ 0.073 1.2LL + 1.2PO 1.51 + -1.2FLT 32.815 + -1.2FLL + 1.2WLZ 0.073 1.2LL + 1.2PO 2.51 + 1.2FLT -23.956 + 1.2FLL + -1.2WLZ 0.053 1.2LL + 1.2PO 2.51 + -1.2FLT -23.956 + 1.2FLL + -1.2WLZ 0.053 1.2LL + 1.2PO 2.51 + 1.2FLT -23.956 + -1.2FLL + -1.2WLZ 0.053 1.2LL + 1.2PO 2.51 + -1.2FLT -23.956 + -1.2FLL + -1.2WLZ 0.053 LL + 1.2PO + 2.51 1.2FLT + -17.18 1.2FLL + EQX 0.038 LL + 1.2PO + 2.51 -1.2FLT +-17.18 1.2FLL + EQX0.038 LL + 1.2PO + 2.51 1.2FLT + -17.18 -1.2FLL + EQX0.038 LL + 1.2PO + 2.51 -1.2FLT +-17.18 -1.2FLL + EQX0.038 LL + 1.2PO + 2.51 1.2FLT + -17.18 1.2FLL + -1EQX 0.038 LL + 1.2PO + 2.51 -1.2FLT +-17.18 1.2FLL + -1EQX 0.038 LL + 1.2PO + 2.51 1.2FLT + -17.18 -1.2FLL + -1EQX 0.038 LL + 1.2PO + 2.51 -1.2FLT +-17.18 -1.2FLL + -1EQX 0.038 LL + 1.2PO + 1.51 1.2FLT +18.912 1.2FLL + EQZ 0.042 LL + 1.2PO + 1.51 -1.2FLT +18.912 1.2FLL + EQZ0.042 LL + 1.2PO + 1.51 1.2FLT +18.912 -1.2FLL + EQZ0.042 LL + 1.2PO + 1.51 -1.2FLT +18.912 -1.2FLL + EQZ0.042 LL + 1.2PO + 2.51 1.2FLT + -18.76 1.2FLL + -1EQZ 0.042 LL + 1.2PO + 2.51 -1.2FLT +-18.76 1.2FLL + -1EQZ 0.042 LL + 1.2PO + 2.51 1.2FLT + -18.76 -1.2FLL + -1EQZ 0.042 LL + 1.2PO + 2.51 -1.2FLT +-18.76 -1.2FLL + -1EQZ 0.042 1.4PT 1.51 17.075 0.038 1.2PT + 0.72WLX 1.51 14.635 0.033 1.2PT + -0.72WLX 1.51 14.635 0.033 1.2PT + 0.72WLZ 1.51 25.515 0.057 1.2PT + -0.72WLZ 2.51 -18.152 0.04
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
2.51 1.51 1.51 1.51 1.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 2.51 1.51 1.51 1.51 1.51 2.51 2.51 2.51 2.51 1.51 1.51 1.51 1.51 2.51
-17.18 32.815 32.815 32.815 32.815 -23.956 -23.956 -23.956 -23.956 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18 -17.18 18.912 18.912 18.912 18.912 -18.76 -18.76 -18.76 -18.76 17.075 14.635 14.635 25.515 -18.152
0.038 0.073 0.073 0.073 0.073 0.053 0.053 0.053 0.053 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.038 0.033 0.033 0.057 0.04
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
Page 27 of 133
DETAIL REPORT FOR F1 ALLOWABLE BEAM SHEAR STRESS - X DIRECTION - FACTORED LOAD COMBINATION 1 AT A CRITICAL SECTION Concrete comp strength = Approx effective depth = Footing width = Footing thickness = Shear strength reduction factor = Critical section location = Footing steel area = Footing steel ratio percent = Reinft partial safety factor = Allowable shear stress =
fc' = 40 N/sq mm d= 200 mm Lz = 2.8 m Df = 0.3 m f= 0.8 l= 1.575 m As = 2035.6 sq mm Rw = 100*As/bvd = 0.364 Ym = 1.25 0.79*((100*As/bv*d)^(1/3))*((400/d)^(1/4))*((fc'/25)^(1/3))/Ym 0.627 N/sq mm = fvc =
Note: Allowable shear stress with enhancement may apply depending on the shear section location.
Page 28 of 133
Dimensional Solutions Mat3D Foundation Name Designed By:
Version F2 & F3 LITWIN PEL
5.8.0
Engineer
MCA
Date Time Checker
9/10/2012 1:49:08 PM VBE
Filename:
DETAIL REPORT FOR F2 & F3 PROJECT INFORMATION Project Name: Project Number: Client: Project Location Foundation Description
DESIGN CODE
PWRI UPGRADE AT BAB CL-5, CL-15, CL-16 P11452 ADCO ABU DHABI F2 & F3
BSI 8110 - 1997
INPUT UNITS
SI
CONCRETE PARAMETERS: Compressive Strength (N/sq mm) Unit Weight (kN/cu m) Pier Concrete Cover - X Dir (mm) Pier Concrete Cover - Z Dir (mm) Footing Side Concrete Cover - X Dir (mm) Footing Side Concrete Cover - Z Dir (mm) Footing Top Concrete Cover (mm) Footing Bottom Concrete Cover - X Dir (mm)
OUTPUT UNITS
REINFORCING STEEL PARAMETERS: 40 24 75 75 75 75 75 75
Yield Strength (N/sq mm) Unit Weight (kN/cu m) Modulus of Elasticity (kN/sq mm) Pier Min Rebar Spacing (mm) Footing Min Rebar Spacing (mm) Footing Max Rebar Spacing (mm)
SOIL PARAMETERS:
REBAR PARAMETERS:
Unit Weight (kN/cu m) 18 Allowable Net Bearing Capacity (kN/sq m) 150 Bearing Capacity Method Linear Soil Pressure Soil Type Granular ive Pressure Coefficient Kp 3 Soil To Concrete Friction f 0.3 Allowable Increase in Soil Pressure due to Short Term Loads (%) Wind 0 Earthquake 0 Test Min Stability Ratio 1.5 Safety Factor against Lateral Forces 1.5
Max Long Bar Size Min Long Bar Size Max Tie Bar Size Min Tie Bar Size Max Ftg Bar Size Min Ftg Bar Size Temp & Shrinkage Steel Ratio
MINIMUM FOUNDATION CRITERIA: Depth of Footing Below Grade (mm) Minimum Soil Cover (mm) Grade Elevation (mm)
SI
460 78 200 100 100 300
20 16 12 10 25 10 0.0018
0
BUOYANCY CRITERIA: 1200 800 100.1
Consider Buoyancy: Consider soil for buoyancy: Water table below grade (mm)
No No 3000
Page 29 of 133
DETAIL REPORT FOR F2 & F3 APPLIED LOADS P1 Load Case
1 - Dead 2 - DL 3 - LL 4 - PE 5 - PO 6 - PT 7 - FLT 8 - FLL 9 - WLX 10 - WLZ 11 - EQX 12 - EQZ
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 -0.13 0.53 -0.12 0.00 0.00 -5.53 -0.40 -1.71 -0.29
0.00 7.08 0.00 2.05 3.15 1.85 0.00 0.00 0.00 -0.14 0.00 -0.07
0.00 0.01 0.00 -0.17 0.62 -0.16 0.00 0.00 0.00 -5.47 0.00 -1.39
0.00 0.03 0.00 -0.80 3.00 -0.76 0.00 0.00 0.00 -15.23 0.01 -6.24
0.00 0.00 0.00 -0.01 -0.01 -0.01 0.00 0.00 0.00 0.01 0.00 0.00
Page 30 of 133
DETAIL REPORT FOR F2 & F3 UNFACTORED (ALLOWABLE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
1 - Dead + DL + PE -0.13 2 - Dead + DL + PE + WLX -5.66 3 - Dead + DL + PE + -1WLX 5.40 4 - Dead + DL + PE + WLZ -0.53 5 - Dead + DL + PE + -1WLZ 0.27 6 - Dead + DL + LL + PO 0.53 7 - Dead + DL + LL + PO + FLT + FLL 0.53 8 - Dead + DL + LL + PO + -1FLT + FLL 0.53 9 - Dead + DL + LL + PO + FLT + -1FLL 0.53 10 - Dead + DL + LL + PO + -1FLT + -1FLL 0.53 11 - Dead + DL + LL + PO + FLT + FLL + WLX -5.00 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX -5.00 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX -5.00 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX -5.00 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 6.05 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 6.05 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 6.05 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 6.05 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 0.13 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 0.13 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 0.13 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 0.13 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 0.92 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 0.92 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 0.92 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 0.92 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX -0.69 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX -0.69 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX -0.69 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX -0.69 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 1.75 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 1.75 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 1.75 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX 1.75 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 0.32 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 0.32 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 0.32 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 0.32 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 0.73 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 0.73 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 0.73 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ 0.73 43 - Dead + DL + PT -0.12 44 - Dead + DL + PT + 0.6WLX -3.43 45 - Dead + DL + PT + -0.6WLX 3.20 46 - Dead + DL + PT + 0.6WLZ -0.36 47 - Dead + DL + PT + -0.6WLZ 0.12
9.13 9.13 9.13 8.99 9.26 10.23 10.23 10.23 10.23 10.23 10.23 10.23 10.23 10.23 10.23 10.23 10.23 10.23 10.09 10.09 10.09 10.09 10.37 10.37 10.37 10.37 10.23 10.23 10.23 10.23 10.23 10.23 10.23 10.23 10.18 10.18 10.18 10.18 10.28 10.28 10.28 10.28 8.92 8.92 8.92 8.84 9.01
-0.16 -0.16 -0.16 -5.63 5.31 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 -4.85 -4.85 -4.85 -4.85 6.10 6.10 6.10 6.10 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 -0.37 -0.37 -0.37 -0.37 1.62 1.62 1.62 1.62 -0.15 -0.15 -0.15 -3.44 3.13
-0.77 -0.77 -0.77 -16.00 14.46 3.03 3.03 3.03 3.03 3.03 3.03 3.03 3.03 3.03 3.03 3.03 3.03 3.03 -12.20 -12.20 -12.20 -12.20 18.25 18.25 18.25 18.25 3.03 3.03 3.03 3.03 3.02 3.02 3.02 3.02 -1.43 -1.43 -1.43 -1.43 7.49 7.49 7.49 7.49 -0.74 -0.74 -0.74 -9.87 8.40
-0.01 -0.01 -0.01 0.00 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.02 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01
Page 31 of 133
DETAIL REPORT FOR F2 & F3 FACTORED (ULTIMATE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
1 - 1.4Dead + 1.4DL + 1.4PE -0.18 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX -7.92 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 7.55 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ -0.74 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.37 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.74 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.74 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.74 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.74 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.74 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL -6.00 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-6.00 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL-6.00 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -6.00 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 7.26 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 7.26 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 7.26 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL7.26 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.15 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.15 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.15 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.15 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.11 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.11 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.11 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.11 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1.07 EQX 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-1.07 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +-1.07 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-1.07 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 2.34 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 2.34 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 2.34 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +2.34 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 0.35 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.35 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.35 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.35 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 0.92 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.92 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.92 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.92 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT -0.17 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX -4.12 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 3.84 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ -0.43 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.14
12.78 12.78 12.78 12.58 12.97 14.32 14.32 14.32 14.32 14.32 12.28 12.28 12.28 12.28 12.28 12.28 12.28 12.28 12.11 12.11 12.11 12.11 12.44 12.44 12.44 12.44 12.27 12.27 12.27 12.27 12.28 12.28 12.28 12.28 12.21 12.21 12.21 12.21 12.35 12.35 12.35 12.35 12.49 10.71 10.71 10.61 10.81
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
-0.22 -0.22 -0.22 -7.88 7.44 0.88 0.88 0.88 0.88 0.88 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 -5.81 -5.81 -5.81 -5.81 7.32 7.32 7.32 7.32 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 -0.64 -0.64 -0.64 -0.64 2.14 2.14 2.14 2.14 -0.21 -0.18 -0.18 -4.12 3.76
-1.08 -1.08 -1.08 -22.39 20.24 4.24 4.24 4.24 4.24 4.24 3.63 3.63 3.63 3.63 3.63 3.63 3.63 3.63 -14.64 -14.64 -14.64 -14.64 21.90 21.90 21.90 21.90 3.64 3.64 3.64 3.64 3.62 3.62 3.62 3.62 -2.60 -2.60 -2.60 -2.60 9.87 9.87 9.87 9.87 -1.03 -0.88 -0.88 -11.85 10.08
-0.01 -0.01 -0.02 -0.01 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02
Page 32 of 133
DETAIL REPORT FOR F2 & F3 BEARING CAPACITY - LINEAR SOIL PRESSURE METHOD Load Comb
Max Pressure (kN/sq m)
All Pressure (kN/sq m)
Ecc Z Dir (cm)
Ecc X Dir (cm)
Moment Z axis (kN-m)
Moment X axis (kN-m)
1 - Dead + DL + PE 40.72 2 - Dead + DL + PE + WLX 38.20 3 - Dead + DL + PE + -1WLX 43.23 4 - Dead + DL + PE + WLZ 53.87 5 - Dead + DL + PE + -1WLZ 52.26 6 - Dead + DL + LL + PO 38.55 7 - Dead + DL + LL + PO + FLT + FLL 38.55 8 - Dead + DL + LL + PO + -1FLT + FLL 38.55 9 - Dead + DL + LL + PO + FLT + -1FLL 38.55 10 - Dead + DL + LL + PO + -1FLT + -1FLL 38.55 11 - Dead + DL + LL + PO + FLT + FLL + WLX 36.97 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 36.97 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 36.97 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 36.97 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 41.07 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 41.07 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 41.07 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 41.07 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 51.68 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 51.68 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 51.68 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 51.68 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 58.89 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 58.89 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 58.89 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 58.89 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 37.99 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 37.99 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 37.99 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX37.99 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 39.12 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 39.12 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 39.12 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX39.12 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 42.85 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 42.85 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 42.85 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 42.85 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 42.12 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 42.12 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 42.12 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ42.12 43 - Dead + DL + PT 40.44 44 - Dead + DL + PT + 0.6WLX 38.93 45 - Dead + DL + PT + -0.6WLX 41.94 46 - Dead + DL + PT + 0.6WLZ 48.31 47 - Dead + DL + PT + -0.6WLZ 42.98
171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60
7.21 5.25 8.96 30.51 15.90 1.65 1.65 1.65 1.65 1.65 0.63 0.63 0.63 0.63 3.69 3.69 3.69 3.69 24.77 24.77 24.77 24.77 21.29 21.29 21.29 21.29 1.15 1.15 1.15 1.15 2.13 2.13 2.13 2.13 8.37 8.37 8.37 8.37 5.05 5.05 5.05 5.05 7.16 6.01 8.24 21.12 6.73
11.57 13.16 10.15 5.85 17.25 13.88 13.88 13.88 13.88 13.88 15.59 15.59 15.59 15.59 12.35 12.35 12.35 12.35 8.21 8.21 8.21 8.21 19.50 19.50 19.50 19.50 14.24 14.24 14.24 14.24 13.53 13.53 13.53 13.53 12.85 12.85 12.85 12.85 14.90 14.90 14.90 14.90 11.27 12.19 10.41 7.84 14.68
11.32 12.15 10.49 5.70 16.94 13.67 13.67 13.67 13.67 13.67 14.49 14.49 14.49 14.49 12.84 12.84 12.84 12.84 8.05 8.05 8.05 8.05 19.28 19.28 19.28 19.28 13.85 13.85 13.85 13.85 13.49 13.49 13.49 13.49 12.63 12.63 12.63 12.63 14.71 14.71 14.71 14.71 11.02 11.52 10.53 7.65 14.39
7.05 4.84 9.26 29.73 15.62 1.62 1.62 1.62 1.62 1.62 0.59 0.59 0.59 0.59 3.83 3.83 3.83 3.83 24.30 24.30 24.30 24.30 21.05 21.05 21.05 21.05 1.12 1.12 1.12 1.12 2.12 2.12 2.12 2.12 8.23 8.23 8.23 8.23 4.98 4.98 4.98 4.98 7.01 5.68 8.33 20.61 6.60
Rem
Page 33 of 133
DETAIL REPORT FOR F2 & F3 STABILITY RATIO / SLIDING SAFETY FACTOR Load Comb
S.R. Z Dir
S.R. X Dir
All S.R.
Sliding FS - Z
Sliding FS - X
All FS
1 - Dead + DL + PE 76.59 2 - Dead + DL + PE + WLX 20.89 3 - Dead + DL + PE + -1WLX 84.47 4 - Dead + DL + PE + WLZ 3.92 5 - Dead + DL + PE + -1WLZ 4.66 6 - Dead + DL + LL + PO 22.33 7 - Dead + DL + LL + PO + FLT + FLL 22.33 8 - Dead + DL + LL + PO + -1FLT + FLL 22.33 9 - Dead + DL + LL + PO + FLT + -1FLL 22.33 10 - Dead + DL + LL + PO + -1FLT + -1FLL 22.33 11 - Dead + DL + LL + PO + FLT + FLL + WLX 8.72 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 8.72 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 8.72 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 8.72 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 24.03 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 24.03 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 24.03 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 24.03 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 5.21 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 5.21 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 5.21 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 5.21 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 3.72 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 3.72 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 3.72 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 3.72 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 18.23 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 18.23 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 18.23 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX18.23 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 22.75 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 22.75 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 22.75 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX22.75 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 44.24 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 44.24 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 44.24 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 44.24 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 9.06 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 9.06 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 9.06 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ 9.06 43 - Dead + DL + PT 80.39 44 - Dead + DL + PT + 0.6WLX 30.01 45 - Dead + DL + PT + -0.6WLX 87.18 46 - Dead + DL + PT + 0.6WLZ 6.34 47 - Dead + DL + PT + -0.6WLZ 8.00
6.81 4.73 7.32 7.09 4.91 5.93 5.93 5.93 5.93 5.93 4.38 4.38 4.38 4.38 6.31 6.31 6.31 6.31 6.54 6.54 6.54 6.54 4.39 4.39 4.39 4.39 5.62 5.62 5.62 5.62 6.01 6.01 6.01 6.01 6.21 6.21 6.21 6.21 5.57 5.57 5.57 5.57 6.97 5.49 7.30 7.14 5.66
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
91.41 89.26 93.56 4.39 4.88 23.31 23.31 23.31 23.31 23.31 22.76 22.76 22.76 22.76 23.86 23.86 23.86 23.86 5.78 5.78 5.78 5.78 3.87 3.87 3.87 3.87 23.14 23.14 23.14 23.14 23.48 23.48 23.48 23.48 49.29 49.29 49.29 49.29 9.44 9.44 9.44 9.44 95.64 94.29 96.99 7.12 8.39
7.95 7.77 8.13 8.06 7.84 7.11 7.11 7.11 7.11 7.11 6.95 6.95 6.95 6.95 7.27 7.27 7.27 7.27 7.19 7.19 7.19 7.19 7.03 7.03 7.03 7.03 7.08 7.08 7.08 7.08 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.08 7.08 7.08 7.08 8.13 8.02 8.24 8.20 8.06
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
Remarks
Page 34 of 133
DETAIL REPORT FOR F2 & F3 FOOTING DESIGN INFORMATION X Dim (mm) Z Dim (mm) Thickness (mm)
1900.00 2000.00 400.00
Top Steel Governing Combination
No of Bars
26. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 13-1.2WLZ 4. 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 12
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
Moment (kN m/m)
12 12
150 150
7.35 7.14
0.09 0.71
-1 -9
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
(kN m/m)
12 12
150 150
7.35 7.14
7.2 7.2
5 10
All Stress (N/sq mm)
Rem
Direction
X Z
Bottom Steel Governing Combination
No of Bars
5. 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 13 26. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 12-1.2WLZ
PUNCHING SHEAR P1 Control Comb
Net Ult Load (kN)
Punch. Stress (N/sq mm)
26. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 16.87 + -1.2WLZ
0.02
0.49
Moment
Direction
X Z
Page 35 of 133
DETAIL REPORT FOR F2 & F3 MAXIMUM SHEAR - X DIRECTION Load Comb
Left Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 1.48 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 1.48 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 1.48 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 1.48 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 1.48 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 1.48 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 1.48 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 1.48 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 1.48 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL1.48 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.48 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.48 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.48 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.48 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.48 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.48 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.48 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.48 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.48 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.48 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.48 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.48 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.48 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.48 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.48 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.48 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 1.48 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.48 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.48 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.48 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 1.48 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.48 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.48 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.48 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 1.48 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.48 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.48 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.48 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 1.48 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.48 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.48 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.48 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 1.48 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 1.48 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 1.48 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 1.48 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 1.48
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
-13.30 -12.21 -14.40 -8.86 -17.74 -15.31 -15.31 -15.31 -15.31 -15.31 -12.18 -12.18 -12.18 -12.18 -14.06 -14.06 -14.06 -14.06 -9.32 -9.32 -9.32 -9.32 -16.92 -16.92 -16.92 -16.92 -12.88 -12.88 -12.88 -12.88 -13.36 -13.36 -13.36 -13.36 -12.26 -12.26 -12.26 -12.26 -13.98 -13.98 -13.98 -13.98 -13.08 -10.64 -11.77 -8.93 -13.49
0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02
0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50
Rem
Page 36 of 133
DETAIL REPORT FOR F2 & F3 MAXIMUM SHEAR - Z DIRECTION Load Comb
Bottom Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 0.23 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.23 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.23 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 1.28 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 1.28 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 1.28 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 1.28 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 1.28 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 1.28 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL1.28 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.28 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.28 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.28 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.28 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.28 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.28 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.28 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.28 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.28 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.28 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.28 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.28 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.28 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.28 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.28 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.28 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 1.28 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.28 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.28 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.28 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 1.28 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.28 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.28 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.28 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 0.23 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.23 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.23 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.23 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 1.28 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.28 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.28 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.28 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 0.23 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.23 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.23 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 1.28 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 1.28
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
5.28 3.48 7.07 21.58 -22.83 -6.23 -6.23 -6.23 -6.23 -6.23 -4.78 -4.78 -4.78 -4.78 -5.90 -5.90 -5.90 -5.90 13.70 13.70 13.70 13.70 -24.38 -24.38 -24.38 -24.38 -5.21 -5.21 -5.21 -5.21 -5.47 -5.47 -5.47 -5.47 5.39 5.39 5.39 5.39 -11.85 -11.85 -11.85 -11.85 5.26 3.58 5.43 10.84 -12.00
0.01 0.01 0.01 0.04 0.04 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.04 0.04 0.04 0.04 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.02 0.02
0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49
Rem
Page 37 of 133
DETAIL REPORT FOR F2 & F3 PIER/BASE PLATE DESIGN INFORMATION X Dim (mm) Z Dim (mm) Height above grade (mm) X Offset (mm) Z Offset (mm) Requested Reinft. Ratio Provided Reinft. Ratio Long Bar Size (mm) Bars in X Dir Bars in Z Dir Total Long Bars Tie Bar Size (mm) Total No. of Ties Major Tie Spacing (mm)
P1 750.00 750.00 300.00 800.00 600.00 0.0018 0.0043 16 4 4 12 12 9 150
Page 38 of 133
DETAIL REPORT FOR F2 & F3 PIER ULTIMATE LOAD CAPACITIES
P1 Load Comb
Axial Load (kN)
Axial Capa. (kN)
Mom X
Mom X Capa (kN m)
Mom Z
(kN m)
(kN m)
Mom Z Capa (kN m)
1 - 1.4Dead + 1.4DL + 1.4PE 20.61 20.81 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 12.87 13.00 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 28.34 1623.96 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 20.05 20.25 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 21.16 21.38 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 21.53 21.74 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 21.53 21.74 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 21.53 21.74 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 21.53 21.74 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 21.53 21.74 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL11.82 + 1.2WLX 11.94 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL11.82 + 1.2WLX 11.94 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL11.82 + 1.2WLX 11.94 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 11.82 + 1.2WLX 11.94 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL25.08 + -1.2WLX 1180.80 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL25.08 + -1.2WLX 1180.80 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL25.08 + -1.2WLX 1180.80 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 25.08 + -1.2WLX1180.80 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL17.97 + 1.2WLZ 18.15 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL17.97 + 1.2WLZ 18.15 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL17.97 + 1.2WLZ 18.15 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 17.97 + 1.2WLZ 18.15 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL18.93 + -1.2WLZ 19.12 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL18.93 + -1.2WLZ 19.12 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL18.93 + -1.2WLZ 19.12 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 18.93 + -1.2WLZ 19.12 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 16.75 EQX 16.91 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +16.75 EQX 16.91 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +16.75 EQX 16.91 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 16.75 EQX 16.91 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 20.16 -1EQX 20.36 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +20.16 -1EQX 20.36 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +20.16 -1EQX 20.36 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 20.16 -1EQX 20.36 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 18.17 EQZ 18.35 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +18.17 EQZ 18.35 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +18.17 EQZ 18.35 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 18.17 EQZ 18.35 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 18.74 -1EQZ 18.92 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +18.74 -1EQZ 18.92 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +18.74 -1EQZ 18.92 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 18.74 -1EQZ 18.92 43 - 1.4Dead + 1.4DL + 1.4PT 20.62 20.83 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 13.70 13.84 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 21.66 21.87 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 17.39 17.57 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 17.96 18.14
1.20 1.20 1.20 24.64 22.24 4.64 4.64 4.64 4.64 4.64 3.98 3.98 3.98 3.98 3.98 3.98 3.98 3.98 16.11 16.11 16.11 16.11 24.07 24.07 24.07 24.07 3.99 3.99 3.99 3.99 3.97 3.97 3.97 3.97 2.88 2.88 2.88 2.88 10.84 10.84 10.84 10.84 1.15 0.98 0.98 13.04 11.07
31.68 31.65 68.72 359.58 204.81 98.11 98.11 98.11 98.11 98.11 98.14 98.14 98.14 98.14 186.85 186.85 186.85 186.85 349.09 349.09 349.09 349.09 292.05 292.05 292.05 292.05 98.33 98.33 98.33 98.33 97.76 97.76 97.76 97.76 78.78 78.78 78.78 78.78 214.58 214.58 214.58 214.58 30.98 30.96 31.00 328.74 217.92
13.83 13.83 13.83 5.96 21.70 16.63 16.63 16.63 16.63 16.63 14.26 14.26 14.26 14.26 14.26 14.26 14.26 14.26 7.51 7.51 7.51 7.51 21.00 21.00 21.00 21.00 14.25 14.25 14.25 14.25 14.26 14.26 14.26 14.26 12.79 12.79 12.79 12.79 15.73 15.73 15.73 15.73 13.53 11.59 11.60 7.55 15.64
365.46 365.46 790.30 85.02 197.32 357.90 357.90 357.90 357.90 357.90 357.89 357.89 357.89 357.89 666.05 666.05 666.05 666.05 161.45 161.45 161.45 161.45 258.01 258.01 258.01 258.01 357.84 357.84 357.84 357.84 357.94 357.94 357.94 357.94 361.05 361.05 361.05 361.05 317.97 317.97 317.97 317.97 365.49 365.49 365.49 186.01 315.98
Rem
Page 39 of 133
DETAIL REPORT FOR F2 & F3
Page 40 of 133
DETAIL REPORT FOR F2 & F3 SELF WEIGHTS AND APPLIED EXTERNAL LOAD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Load Elem Weight kN
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
14.85 WLX 14.85 -1WLX 14.85 WLZ 14.85 -1WLZ 14.85 PO 14.85 PO + FLT + FLL 14.85 PO + -1FLT + FLL 14.85 PO + FLT + -1FLL 14.85 PO + -1FLT + -1FLL 14.85 PO + FLT + FLL + WLX14.85 PO + -1FLT + FLL + WLX 14.85 PO + FLT + -1FLL + WLX 14.85 PO + -1FLT + -1FLL + WLX 14.85 PO + FLT + FLL + -1WLX 14.85 PO + -1FLT + FLL + -1WLX 14.85 PO + FLT + -1FLL + -1WLX 14.85 PO + -1FLT + -1FLL + -1WLX 14.85 PO + FLT + FLL + WLZ14.85 PO + -1FLT + FLL + WLZ 14.85 PO + FLT + -1FLL + WLZ 14.85 PO + -1FLT + -1FLL + WLZ 14.85 PO + FLT + FLL + -1WLZ 14.85 PO + -1FLT + FLL + -1WLZ 14.85 PO + FLT + -1FLL + -1WLZ 14.85 PO + -1FLT + -1FLL + -1WLZ 14.85 PO + FLT + FLL + 0.715EQX 14.85 PO + -1FLT + FLL + 0.715EQX 14.85 PO + FLT + -1FLL + 0.715EQX 14.85 PO + -1FLT + -1FLL + 0.715EQX 14.85 PO + FLT + FLL + -0.715EQX 14.85 PO + -1FLT + FLL + -0.715EQX 14.85 PO + FLT + -1FLL + -0.715EQX 14.85 PO + -1FLT + -1FLL + -0.715EQX 14.85 PO + FLT + FLL + 0.715EQZ 14.85 PO + -1FLT + FLL + 0.715EQZ 14.85 PO + FLT + -1FLL + 0.715EQZ 14.85 PO + -1FLT + -1FLL + 0.715EQZ 14.85 PO + FLT + FLL + -0.715EQZ 14.85 PO + -1FLT + FLL + -0.715EQZ 14.85 PO + FLT + -1FLL + -0.715EQZ 14.85 PO + -1FLT + -1FLL + -0.715EQZ 14.85 14.85 0.6WLX 14.85 -0.6WLX 14.85 0.6WLZ 14.85 -0.6WLZ 14.85
Soil Weight kN
Mat Weight kN
App Axial Load kN
Tot Axial Load kN
Buoyant Load kN
46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62 46.62
36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48 36.48
-0.13 -5.66 5.4 -0.53 0.27 0.53 0.53 0.53 0.53 0.53 -5 -5 -5 -5 6.05 6.05 6.05 6.05 0.13 0.13 0.13 0.13 0.92 0.92 0.92 0.92 -0.69 -0.69 -0.69 -0.69 1.75 1.75 1.75 1.75 0.32 0.32 0.32 0.32 0.73 0.73 0.73 0.73 -0.12 -3.43 3.2 -0.36 0.12
97.82 92.29 103.35 97.42 98.22 98.48 98.48 98.48 98.48 98.48 92.95 92.95 92.95 92.95 104 104 104 104 98.08 98.08 98.08 98.08 98.87 98.87 98.87 98.87 97.26 97.26 97.26 97.26 99.7 99.7 99.7 99.7 98.27 98.27 98.27 98.27 98.68 98.68 98.68 98.68 97.83 94.52 101.15 97.59 98.07
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page 41 of 133
DETAIL REPORT FOR F2 & F3 SOIL BEARING RESULTS - LINEAR SOIL PRESSURE METHOD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Max Bearing kN/sq m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
40.718 WLX 38.205 -1WLX 43.231 WLZ 53.875 -1WLZ 52.256 PO 38.553 PO + FLT + FLL 38.553 PO + -1FLT + FLL 38.553 PO + FLT + -1FLL 38.553 PO + -1FLT + -1FLL 38.553 PO + FLT + FLL + WLX 36.971 PO + -1FLT + FLL + WLX 36.971 PO + FLT + -1FLL + WLX 36.971 PO + -1FLT + -1FLL + 36.971 WLX PO + FLT + FLL + -1WLX 41.066 PO + -1FLT + FLL + -1WLX 41.066 PO + FLT + -1FLL + -1WLX 41.066 PO + -1FLT + -1FLL + 41.066 -1WLX PO + FLT + FLL + WLZ51.68 PO + -1FLT + FLL + WLZ 51.68 PO + FLT + -1FLL + WLZ 51.68 PO + -1FLT + -1FLL + WLZ 51.68 PO + FLT + FLL + -1WLZ 58.89 PO + -1FLT + FLL + -1WLZ 58.89 PO + FLT + -1FLL + -1WLZ 58.89 PO + -1FLT + -1FLL + -1WLZ 58.89 PO + FLT + FLL + 0.715EQX 37.987 PO + -1FLT + FLL + 0.715EQX 37.987 PO + FLT + -1FLL + 0.715EQX 37.987 PO + -1FLT + -1FLL + 37.987 0.715EQX PO + FLT + FLL + -0.715EQX 39.12 PO + -1FLT + FLL + -0.715EQX 39.12 PO + FLT + -1FLL + -0.715EQX 39.12 PO + -1FLT + -1FLL + -0.715EQX 39.12 PO + FLT + FLL + 0.715EQZ 42.848 PO + -1FLT + FLL + 0.715EQZ 42.848 PO + FLT + -1FLL + 0.715EQZ 42.848 PO + -1FLT + -1FLL + 42.848 0.715EQZ PO + FLT + FLL + -0.715EQZ 42.123 PO + -1FLT + FLL + -0.715EQZ 42.123 PO + FLT + -1FLL + -0.715EQZ 42.123 PO + -1FLT + -1FLL + 42.123 -0.715EQZ 40.436 0.6WLX 38.929 -0.6WLX 41.944 0.6WLZ 48.313 -0.6WLZ 42.977
Min Bearing kN/sq m
X Comp Len m
Z Comp Len m
Area in Comp sq m
% in Comp
10.766 10.37 11.162 0 0 13.276 13.276 13.276 13.276 13.276 11.95 11.95 11.95 11.95 13.672 13.672 13.672 13.672 0 0 0 0 0 0 0 0 13.201 13.201 13.201 13.201 13.352 13.352 13.352 13.352 8.873 8.873 8.873 8.873 9.814 9.814 9.814 9.814 11.054 10.817 11.292 3.052 8.639
4.112 3.595 4.71 10.759 3.527 3.225 3.225 3.225 3.225 3.225 2.916 2.916 2.916 2.916 3.656 3.656 3.656 3.656 7.34 7.34 7.34 7.34 3.461 3.461 3.461 3.461 3.136 3.136 3.136 3.136 3.316 3.316 3.316 3.316 3.879 3.879 3.879 3.879 3.274 3.274 3.274 3.274 4.194 3.864 4.556 7.219 3.414
7.313 9.997 5.911 2.294 4.237 30.1 30.1 30.1 30.1 30.1 79.454 79.454 79.454 79.454 13.567 13.567 13.567 13.567 2.694 2.694 2.694 2.694 3.514 3.514 3.514 3.514 42.886 42.886 42.886 42.886 23.342 23.342 23.342 23.342 6.598 6.598 6.598 6.598 10.712 10.712 10.712 10.712 7.31 8.682 6.375 2.969 8.251
3.8 3.8 3.8 3.772 3.799 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.722 3.722 3.722 3.722 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8
100 100 100 99.257 99.977 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 97.939 97.939 97.939 97.939 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
BEARING PRESSURE CALCULATION FOR UNFACTORED LOAD COMBINATION 26 Eccentricity condition: Eccentricity - Z direction = Eccentricity - X direction = Total Axial Load = Footing length = Footing width = Mat Area A = Soil overburden = Gross bearing pressure = Net soil bearing =
Biaxial eccentricity Ecc,z = Ecc,x = P= Lx = Lz = Lx * Lz = S= Gbp = Solved by trial and error method Nbp = Gbp - S =
212.911 195.045 98.87 1.9 2 3.8 21.6 58.89 37.29
mm mm kN m m sq m kN/sq m kN/sq m kN/sq m
Page 42 of 133
DETAIL REPORT FOR F2 & F3 STABILITY RATIO CALCULATIONS No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Overturn Mom - X kNm
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
13.833 WLX 19.911 -1WLX 13.691 WLZ 14.065 -1WLZ 19.207 PO 15.974 PO + FLT + FLL 15.974 PO + -1FLT + FLL 15.974 PO + FLT + -1FLL 15.974 PO + -1FLT + -1FLL 15.974 PO + FLT + FLL + WLX 21.473 PO + -1FLT + FLL + WLX 21.473 PO + FLT + -1FLL + WLX 21.473 PO + -1FLT + -1FLL + 21.473 WLX PO + FLT + FLL + -1WLX 15.975 PO + -1FLT + FLL + -1WLX 15.975 PO + FLT + -1FLL + -1WLX 15.975 PO + -1FLT + -1FLL + 15.975 -1WLX PO + FLT + FLL + WLZ 15.141 PO + -1FLT + FLL + WLZ 15.141 PO + FLT + -1FLL + WLZ 15.141 PO + -1FLT + -1FLL + 15.141 WLZ PO + FLT + FLL + -1WLZ 21.651 PO + -1FLT + FLL + -1WLZ 21.651 PO + FLT + -1FLL + -1WLZ 21.651 PO + -1FLT + -1FLL + 21.651 -1WLZ PO + FLT + FLL + 0.715EQX 16.734 PO + -1FLT + FLL + 0.715EQX 16.734 PO + FLT + -1FLL + 0.715EQX 16.734 PO + -1FLT + -1FLL + 16.734 0.715EQX PO + FLT + FLL + -0.715EQX 15.976 PO + -1FLT + FLL + -0.715EQX 15.976 PO + FLT + -1FLL + -0.715EQX 15.976 PO + -1FLT + -1FLL + 15.976 -0.715EQX PO + FLT + FLL + 0.715EQZ 15.27 PO + -1FLT + FLL + 0.715EQZ 15.27 PO + FLT + -1FLL + 0.715EQZ 15.27 PO + -1FLT + -1FLL + 0.715EQZ 15.27 PO + FLT + FLL + -0.715EQZ 17.044 PO + -1FLT + FLL + -0.715EQZ 17.044 PO + FLT + -1FLL + -0.715EQZ 17.044 PO + -1FLT + -1FLL + 17.044 -0.715EQZ 13.514 0.6WLX 17.161 -0.6WLX 13.385 0.6WLZ 13.654 -0.6WLZ 16.638
Resist Mom - X kNm
SRx
Overturn Mom - Z kNm
Resist Mom - Z kNm
SRz
94.225 94.225 100.161 99.697 94.359 94.644 94.644 94.644 94.644 94.644 94.065 94.065 94.065 94.065 100.723 100.723 100.723 100.723 99.051 99.051 99.051 99.051 95.081 95.081 95.081 95.081 94.065 94.065 94.065 94.065 95.985 95.985 95.985 95.985 94.786 94.786 94.786 94.786 94.869 94.869 94.869 94.869 94.218 94.218 97.736 97.501 94.198
6.812 4.732 7.316 7.088 4.913 5.925 5.925 5.925 5.925 5.925 4.381 4.381 4.381 4.381 6.305 6.305 6.305 6.305 6.542 6.542 6.542 6.542 4.392 4.392 4.392 4.392 5.621 5.621 5.621 5.621 6.008 6.008 6.008 6.008 6.207 6.207 6.207 6.207 5.566 5.566 5.566 5.566 6.972 5.49 7.302 7.141 5.662
1.244 4.559 1.166 24.315 21.684 4.542 4.542 4.542 4.542 4.542 11.543 11.543 11.543 11.543 4.542 4.542 4.542 4.542 18.305 18.305 18.305 18.305 27.381 27.381 27.381 27.381 5.523 5.523 5.523 5.523 4.532 4.532 4.532 4.532 2.157 2.157 2.157 2.157 11.23 11.23 11.23 11.23 1.185 3.174 1.115 15.028 12.599
95.25 95.25 98.488 95.25 101.04 101.4 101.4 101.4 101.4 101.4 100.663 100.663 100.663 100.663 109.139 109.139 109.139 109.139 95.327 95.327 95.327 95.327 101.964 101.964 101.964 101.964 100.661 100.661 100.661 100.661 103.111 103.111 103.111 103.111 95.443 95.443 95.443 95.443 101.69 101.69 101.69 101.69 95.25 95.25 97.169 95.25 100.833
76.592 20.894 84.466 3.917 4.66 22.325 22.325 22.325 22.325 22.325 8.72 8.72 8.72 8.72 24.029 24.029 24.029 24.029 5.208 5.208 5.208 5.208 3.724 3.724 3.724 3.724 18.226 18.226 18.226 18.226 22.75 22.75 22.75 22.75 44.243 44.243 44.243 44.243 9.055 9.055 9.055 9.055 80.393 30.01 87.178 6.338 8.003
Note: Stability ratio values greater than 100 are displayed as 100.
Page 43 of 133
DETAIL REPORT FOR F2 & F3 SLIDING RESISTANCE CALCULATION - X DIRECTION - UNFACTORED LOAD COMBINATION 26 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lz = Lx = h= h1 = Y= Yh1 =
2 1.9 0.4 0.8 18 14.4
m m m m kN/cu m kN/sq m
p2 =
Y(h + h1) =
21.6
kN/sq m
R1 =
0.5*Lz*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
14.4 3 0.3 98.87 43.2 29.661 72.861 10.368 7.027
kN
R2 = R3 = R= FS,slid =
kN kN kN kN kN
Note: Sliding factor of safety value greater than 100 is displayed as 100.
SLIDING RESISTANCE CALCULATION - Z DIRECTION - UNFACTORED LOAD COMBINATION 26 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lx = Lz = h= h1 = Y= Yh1 =
1.9 2 0.4 0.8 18 14.4
m m m m kN/cu m kN/sq m
p2 =
Y(h + h1) =
21.6
kN/sq m
R1 =
0.5*Lx*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
13.68 3 0.3 98.87 41.04 29.661 70.701 18.254 3.873
kN
R2 = R3 = R= FS,slid =
Note: Sliding factor of safety value greater than 100 is displayed as 100.
FACTORED LOADS - SOIL BEARING VALUES No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Max X Bearing kN/sq m
Min X Bearing kN/sq m
1.4PE 49.21 22.867 1.4PE + 1.4WLX 48.137 19.868 1.4PE + -1.4WLX 50.283 25.866 1.4PE + 1.4WLZ 42.527 29.256 1.4PE + -1.4WLZ 55.893 16.478 1.6LL + 1.4PO 52.181 20.38 1.6LL + 1.4PO + 1.6FLT52.181 + 1.6FLL 20.38 1.6LL + 1.4PO + -1.6FLT 52.181 + 1.6FLL 20.38 1.6LL + 1.4PO + 1.6FLT52.181 + -1.6FLL 20.38 1.6LL + 1.4PO + -1.6FLT 52.181 + -1.6FLL 20.38 1.2LL + 1.2PO + 1.2FLT43.807 + 1.2FLL + 1.2WLX 14.898 1.2LL + 1.2PO + -1.2FLT 43.807 + 1.2FLL + 1.2WLX 14.898 1.2LL + 1.2PO + 1.2FLT43.807 + -1.2FLL + 1.2WLX 14.898 1.2LL + 1.2PO + -1.2FLT 43.807 + -1.2FLL + 14.898 1.2WLX 1.2LL + 1.2PO + 1.2FLT45.647 + 1.2FLL + -1.2WLX 20.039 1.2LL + 1.2PO + -1.2FLT 45.647 + 1.2FLL + -1.2WLX 20.039 1.2LL + 1.2PO + 1.2FLT45.647 + -1.2FLL + -1.2WLX 20.039 1.2LL + 1.2PO + -1.2FLT 45.647 + -1.2FLL + 20.039 -1.2WLX 1.2LL + 1.2PO + 1.2FLT38.999 + 1.2FLL + 1.2WLZ 22.945 1.2LL + 1.2PO + -1.2FLT 38.999 + 1.2FLL + 1.2WLZ 22.945 1.2LL + 1.2PO + 1.2FLT38.999 + -1.2FLL + 1.2WLZ 22.945 1.2LL + 1.2PO + -1.2FLT 38.999 + -1.2FLL + 22.945 1.2WLZ 1.2LL + 1.2PO + 1.2FLT50.455 + 1.2FLL + -1.2WLZ 11.992 1.2LL + 1.2PO + -1.2FLT 50.455 + 1.2FLL + -1.2WLZ 11.992 1.2LL + 1.2PO + 1.2FLT50.455 + -1.2FLL + -1.2WLZ 11.992 1.2LL + 1.2PO + -1.2FLT 50.455 + -1.2FLL + 11.992 -1.2WLZ LL + 1.2PO + 1.2FLT +44.487 1.2FLL + EQX 16.81 LL + 1.2PO + -1.2FLT +44.487 1.2FLL + EQX16.81 LL + 1.2PO + 1.2FLT +44.487 -1.2FLL + EQX16.81
Max Z Bearing kN/sq m
Min Z Bearing kN/sq m
43.834 39.353 48.314 68.747 53.451 38.074 38.074 38.074 38.074 38.074 29.911 29.911 29.911 29.911 36.475 36.475 36.475 36.475 53.989 53.989 53.989 53.989 51.167 51.167 51.167 51.167 31.633 31.633 31.633
28.244 28.652 27.835 3.036 18.92 34.487 34.487 34.487 34.487 34.487 28.794 28.794 28.794 28.794 29.211 29.211 29.211 29.211 7.955 7.955 7.955 7.955 11.28 11.28 11.28 11.28 29.664 29.664 29.664
kN kN kN kN kN
Page 44 of 133
DETAIL REPORT FOR F2 & F3 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + +
LL + 1.2PO + -1.2FLT +44.487 -1.2FLL + EQX16.81 LL + 1.2PO + 1.2FLT +44.967 1.2FLL + -1EQX 18.127 LL + 1.2PO + -1.2FLT +44.967 1.2FLL + -1EQX 18.127 LL + 1.2PO + 1.2FLT +44.967 -1.2FLL + -1EQX 18.127 LL + 1.2PO + -1.2FLT +44.967 -1.2FLL + -1EQX 18.127 LL + 1.2PO + 1.2FLT +43.443 1.2FLL + EQZ18.602 LL + 1.2PO + -1.2FLT +43.443 1.2FLL + EQZ 18.602 LL + 1.2PO + 1.2FLT +43.443 -1.2FLL + EQZ 18.602 LL + 1.2PO + -1.2FLT +43.443 -1.2FLL + EQZ 18.602 LL + 1.2PO + 1.2FLT +46.011 1.2FLL + -1EQZ 16.335 LL + 1.2PO + -1.2FLT +46.011 1.2FLL + -1EQZ 16.335 LL + 1.2PO + 1.2FLT +46.011 -1.2FLL + -1EQZ 16.335 LL + 1.2PO + -1.2FLT +46.011 -1.2FLL + -1EQZ 16.335 1.4PT 48.866 23.22 1.2PT + 0.72WLX 41.333 18.361 1.2PT + -0.72WLX 42.438 21.446 1.2PT + 0.72WLZ 38.449 23.189 1.2PT + -0.72WLZ 45.322 16.617
31.633 33.636 33.636 33.636 33.636 39.851 39.851 39.851 39.851 36.927 36.927 36.927 36.927 43.788 35.228 39.837 50.345 37.22
29.664 29.457 29.457 29.457 29.457 22.194 22.194 22.194 22.194 25.419 25.419 25.419 25.419 28.299 24.466 24.046 11.293 24.719
Page 45 of 133
DETAIL REPORT FOR F2 & F3 BEAM SHEAR STRESS - X DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Shear Crit Sect kN
Shear Stress N/sq mm
1.4PE 1.475 -13.301 0.022 1.4PE + 1.4WLX 1.475 -12.205 0.02 1.4PE + -1.4WLX 1.475 -14.396 0.024 1.4PE + 1.4WLZ 1.475 -8.863 0.015 1.4PE + -1.4WLZ 1.475 -17.738 0.03 1.6LL + 1.4PO 1.475 -15.308 0.026 1.6LL + 1.4PO 1.475 + 1.6FLT -15.308 + 1.6FLL 0.026 1.6LL + 1.4PO 1.475 + -1.6FLT -15.308 + 1.6FLL 0.026 1.6LL + 1.4PO 1.475 + 1.6FLT -15.308 + -1.6FLL 0.026 1.6LL + 1.4PO 1.475 + -1.6FLT -15.308 + -1.6FLL 0.026 1.2LL + 1.2PO 1.475 + 1.2FLT -12.182 + 1.2FLL + 1.2WLX 0.02 1.2LL + 1.2PO 1.475 + -1.2FLT -12.182 + 1.2FLL + 1.2WLX 0.02 1.2LL + 1.2PO 1.475 + 1.2FLT -12.182 + -1.2FLL + 1.2WLX 0.02 1.2LL + 1.2PO 1.475 + -1.2FLT -12.182 + -1.2FLL + 1.2WLX 0.02 1.2LL + 1.2PO 1.475 + 1.2FLT-14.06 + 1.2FLL + -1.2WLX 0.023 1.2LL + 1.2PO 1.475 + -1.2FLT-14.06 + 1.2FLL + -1.2WLX 0.023 1.2LL + 1.2PO 1.475 + 1.2FLT-14.06 + -1.2FLL + -1.2WLX 0.023 1.2LL + 1.2PO 1.475 + -1.2FLT-14.06 + -1.2FLL + -1.2WLX 0.023 1.2LL + 1.2PO 1.475 + 1.2FLT-9.317 + 1.2FLL + 1.2WLZ 0.016 1.2LL + 1.2PO 1.475 + -1.2FLT-9.317 + 1.2FLL + 1.2WLZ 0.016 1.2LL + 1.2PO 1.475 + 1.2FLT-9.317 + -1.2FLL + 1.2WLZ 0.016 1.2LL + 1.2PO 1.475 + -1.2FLT-9.317 + -1.2FLL + 1.2WLZ 0.016 1.2LL + 1.2PO 1.475 + 1.2FLT -16.924 + 1.2FLL + -1.2WLZ 0.028 1.2LL + 1.2PO 1.475 + -1.2FLT -16.924 + 1.2FLL + -1.2WLZ 0.028 1.2LL + 1.2PO 1.475 + 1.2FLT -16.924 + -1.2FLL + -1.2WLZ 0.028 1.2LL + 1.2PO 1.475 + -1.2FLT -16.924 + -1.2FLL + -1.2WLZ 0.028 LL + 1.2PO 1.475 + 1.2FLT +-12.877 1.2FLL + EQX 0.021 LL + 1.2PO 1.475 + -1.2FLT -12.877 + 1.2FLL + EQX0.021 LL + 1.2PO 1.475 + 1.2FLT +-12.877 -1.2FLL + EQX0.021 LL + 1.2PO 1.475 + -1.2FLT -12.877 + -1.2FLL + EQX0.021 LL + 1.2PO 1.475 + 1.2FLT +-13.364 1.2FLL + -1EQX 0.022 LL + 1.2PO 1.475 + -1.2FLT -13.364 + 1.2FLL + -1EQX 0.022 LL + 1.2PO 1.475 + 1.2FLT +-13.364 -1.2FLL + -1EQX 0.022 LL + 1.2PO 1.475 + -1.2FLT -13.364 + -1.2FLL + -1EQX 0.022 LL + 1.2PO 1.475 + 1.2FLT +-12.259 1.2FLL + EQZ 0.02 LL + 1.2PO 1.475 + -1.2FLT -12.259 + 1.2FLL + EQZ 0.02 LL + 1.2PO 1.475 + 1.2FLT +-12.259 -1.2FLL + EQZ 0.02 LL + 1.2PO 1.475 + -1.2FLT -12.259 + -1.2FLL + EQZ 0.02 LL + 1.2PO 1.475 + 1.2FLT +-13.982 1.2FLL + -1EQZ 0.023 LL + 1.2PO 1.475 + -1.2FLT -13.982 + 1.2FLL + -1EQZ 0.023 LL + 1.2PO 1.475 + 1.2FLT +-13.982 -1.2FLL + -1EQZ 0.023 LL + 1.2PO 1.475 + -1.2FLT -13.982 + -1.2FLL + -1EQZ 0.023 1.4PT 1.475 -13.075 0.022 1.2PT + 0.72WLX 1.475 -10.644 0.018 1.2PT + -0.72WLX 1.475 -11.771 0.02 1.2PT + 0.72WLZ 1.475 -8.925 0.015 1.2PT + -0.72WLZ 1.475 -13.489 0.022
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497
1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475 1.475
-13.301 -12.205 -14.396 -8.863 -17.738 -15.308 -15.308 -15.308 -15.308 -15.308 -12.182 -12.182 -12.182 -12.182 -14.06 -14.06 -14.06 -14.06 -9.317 -9.317 -9.317 -9.317 -16.924 -16.924 -16.924 -16.924 -12.877 -12.877 -12.877 -12.877 -13.364 -13.364 -13.364 -13.364 -12.259 -12.259 -12.259 -12.259 -13.982 -13.982 -13.982 -13.982 -13.075 -10.644 -11.771 -8.925 -13.489
0.022 0.02 0.024 0.015 0.03 0.026 0.026 0.026 0.026 0.026 0.02 0.02 0.02 0.02 0.023 0.023 0.023 0.023 0.016 0.016 0.016 0.016 0.028 0.028 0.028 0.028 0.021 0.021 0.021 0.021 0.022 0.022 0.022 0.022 0.02 0.02 0.02 0.02 0.023 0.023 0.023 0.023 0.022 0.018 0.02 0.015 0.022
0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497 0.497
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492
0.225 0.225 0.225 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275
5.276 3.478 7.074 21.584 -22.834 -6.229 -6.229 -6.229 -6.229 -6.229 -4.775 -4.775 -4.775 -4.775 -5.903 -5.903 -5.903
0.009 0.006 0.012 0.038 0.04 0.011 0.011 0.011 0.011 0.011 0.008 0.008 0.008 0.008 0.01 0.01 0.01
0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492
BEAM SHEAR STRESS - Z DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + +
1.4PE 1.4PE 1.4PE 1.4PE 1.4PE 1.6LL 1.6LL 1.6LL 1.6LL 1.6LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL
+ + + + + + + + + + + + + + + +
0.225 1.4WLX 0.225 -1.4WLX 0.225 1.4WLZ 1.275 -1.4WLZ 1.275 1.4PO 1.275 1.4PO 1.275 + 1.4PO 1.275 + 1.4PO 1.275 + 1.4PO 1.275 + 1.2PO 1.275 + 1.2PO 1.275 + 1.2PO 1.275 + 1.2PO 1.275 + 1.2PO 1.275 + 1.2PO 1.275 + 1.2PO 1.275 +
Shear Crit Sect kN
Shear Stress N/sq mm
5.276 0.009 3.478 0.006 7.074 0.012 21.584 0.038 -22.834 0.04 -6.229 0.011 1.6FLT-6.229 + 1.6FLL 0.011 -1.6FLT-6.229 + 1.6FLL 0.011 1.6FLT-6.229 + -1.6FLL 0.011 -1.6FLT-6.229 + -1.6FLL 0.011 1.2FLT-4.775 + 1.2FLL + 1.2WLX 0.008 -1.2FLT-4.775 + 1.2FLL + 1.2WLX 0.008 1.2FLT-4.775 + -1.2FLL + 1.2WLX 0.008 -1.2FLT-4.775 + -1.2FLL + 1.2WLX 0.008 1.2FLT-5.903 + 1.2FLL + -1.2WLX 0.01 -1.2FLT-5.903 + 1.2FLL + -1.2WLX 0.01 1.2FLT-5.903 + -1.2FLL + -1.2WLX 0.01
Page 46 of 133
DETAIL REPORT FOR F2 & F3 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2LL + 1.2PO 1.275 + -1.2FLT-5.903 + -1.2FLL + -1.2WLX 0.01 1.2LL + 1.2PO 1.275 + 1.2FLT13.697 + 1.2FLL + 1.2WLZ 0.024 1.2LL + 1.2PO 1.275 + -1.2FLT 13.697 + 1.2FLL + 1.2WLZ 0.024 1.2LL + 1.2PO 1.275 + 1.2FLT13.697 + -1.2FLL + 1.2WLZ 0.024 1.2LL + 1.2PO 1.275 + -1.2FLT 13.697 + -1.2FLL + 1.2WLZ 0.024 1.2LL + 1.2PO 1.275 + 1.2FLT -24.375 + 1.2FLL + -1.2WLZ 0.043 1.2LL + 1.2PO 1.275 + -1.2FLT -24.375 + 1.2FLL + -1.2WLZ 0.043 1.2LL + 1.2PO 1.275 + 1.2FLT -24.375 + -1.2FLL + -1.2WLZ 0.043 1.2LL + 1.2PO 1.275 + -1.2FLT -24.375 + -1.2FLL + -1.2WLZ 0.043 LL + 1.2PO 1.275 + 1.2FLT + -5.206 1.2FLL + EQX 0.009 LL + 1.2PO 1.275 + -1.2FLT +-5.206 1.2FLL + EQX0.009 LL + 1.2PO 1.275 + 1.2FLT + -5.206 -1.2FLL + EQX0.009 LL + 1.2PO 1.275 + -1.2FLT +-5.206 -1.2FLL + EQX0.009 LL + 1.2PO 1.275 + 1.2FLT + -5.472 1.2FLL + -1EQX0.01 LL + 1.2PO 1.275 + -1.2FLT +-5.472 1.2FLL + -1EQX0.01 LL + 1.2PO 1.275 + 1.2FLT + -5.472 -1.2FLL + -1EQX0.01 LL + 1.2PO 1.275 + -1.2FLT +-5.472 -1.2FLL + -1EQX 0.01 LL + 1.2PO 0.225 + 1.2FLT + 5.393 1.2FLL + EQZ 0.009 LL + 1.2PO 0.225 + -1.2FLT + 5.393 1.2FLL + EQZ0.009 LL + 1.2PO 0.225 + 1.2FLT + 5.393 -1.2FLL + EQZ0.009 LL + 1.2PO 0.225 + -1.2FLT + 5.393 -1.2FLL + EQZ0.009 LL + 1.2PO 1.275 + 1.2FLT +-11.845 1.2FLL + -1EQZ 0.021 LL + 1.2PO 1.275 + -1.2FLT -11.845 + 1.2FLL + -1EQZ 0.021 LL + 1.2PO 1.275 + 1.2FLT +-11.845 -1.2FLL + -1EQZ 0.021 LL + 1.2PO 1.275 + -1.2FLT -11.845 + -1.2FLL + -1EQZ 0.021 1.4PT 0.225 5.259 0.009 1.2PT + 0.72WLX 0.225 3.583 0.006 1.2PT + -0.72WLX 0.225 5.432 0.01 1.2PT + 0.72WLZ 1.275 10.843 0.019 1.2PT + -0.72WLZ 1.275 -12.001 0.021
0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492
1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 1.275 0.225 0.225 0.225 0.225 1.275 1.275 1.275 1.275 0.225 0.225 0.225 1.275 1.275
-5.903 13.697 13.697 13.697 13.697 -24.375 -24.375 -24.375 -24.375 -5.206 -5.206 -5.206 -5.206 -5.472 -5.472 -5.472 -5.472 5.393 5.393 5.393 5.393 -11.845 -11.845 -11.845 -11.845 5.259 3.583 5.432 10.843 -12.001
0.01 0.024 0.024 0.024 0.024 0.043 0.043 0.043 0.043 0.009 0.009 0.009 0.009 0.01 0.01 0.01 0.01 0.009 0.009 0.009 0.009 0.021 0.021 0.021 0.021 0.009 0.006 0.01 0.019 0.021
0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492 0.492
Page 47 of 133
DETAIL REPORT FOR F2 & F3 ALLOWABLE BEAM SHEAR STRESS - X DIRECTION - FACTORED LOAD COMBINATION 1 AT A CRITICAL SECTION Concrete comp strength = Approx effective depth = Footing width = Footing thickness = Shear strength reduction factor = Critical section location = Footing steel area = Footing steel ratio percent = Reinft partial safety factor = Allowable shear stress =
fc' = 40 N/sq mm d= 300 mm Lz = 2 m Df = 0.4 m f= 0.8 l= 1.475 m As = 1470 sq mm Rw = 100*As/bvd = 0.245 Ym = 1.25 0.79*((100*As/bv*d)^(1/3))*((400/d)^(1/4))*((fc'/25)^(1/3))/Ym 0.497 N/sq mm = fvc =
Note: Allowable shear stress with enhancement may apply depending on the shear section location.
Page 48 of 133
Dimensional Solutions Mat3D Foundation Name Designed By:
Version F4 LITWIN PEL
5.8.0
Engineer
MCA
Date Time Checker
9/10/2012 1:55:36 PM VBE
Filename:
DETAIL REPORT FOR F4 PROJECT INFORMATION Project Name: Project Number: Client: Project Location Foundation Description
DESIGN CODE
PWRI UPGRADE AT BAB CL-5, CL-15, CL-16 P11452 ADCO ABU DHABI F4
BSI 8110 - 1997
INPUT UNITS
SI
CONCRETE PARAMETERS: Compressive Strength (N/sq mm) Unit Weight (kN/cu m) Pier Concrete Cover - X Dir (mm) Pier Concrete Cover - Z Dir (mm) Footing Side Concrete Cover - X Dir (mm) Footing Side Concrete Cover - Z Dir (mm) Footing Top Concrete Cover (mm) Footing Bottom Concrete Cover - X Dir (mm)
OUTPUT UNITS
REINFORCING STEEL PARAMETERS: 40 24 75 75 75 75 75 75
Yield Strength (N/sq mm) Unit Weight (kN/cu m) Modulus of Elasticity (kN/sq mm) Pier Min Rebar Spacing (mm) Footing Min Rebar Spacing (mm) Footing Max Rebar Spacing (mm)
SOIL PARAMETERS:
REBAR PARAMETERS:
Unit Weight (kN/cu m) 18 Allowable Net Bearing Capacity (kN/sq m) 150 Bearing Capacity Method Linear Soil Pressure Soil Type Granular ive Pressure Coefficient Kp 3 Soil To Concrete Friction f 0.3 Allowable Increase in Soil Pressure due to Short Term Loads (%) Wind 0 Earthquake 0 Test Min Stability Ratio 1.5 Safety Factor against Lateral Forces 1.5
Max Long Bar Size Min Long Bar Size Max Tie Bar Size Min Tie Bar Size Max Ftg Bar Size Min Ftg Bar Size Temp & Shrinkage Steel Ratio
MINIMUM FOUNDATION CRITERIA: Depth of Footing Below Grade (mm) Minimum Soil Cover (mm) Grade Elevation (mm)
SI
460 78 200 100 100 300
20 16 12 10 25 10 0.0018
0
BUOYANCY CRITERIA: 1200 800 100.2
Consider Buoyancy: Consider soil for buoyancy: Water table below grade (mm)
No No 3000
Page 49 of 133
DETAIL REPORT FOR F4 APPLIED LOADS P1 Load Case
1 - Dead 2 - DL 3 - LL 4 - PE 5 - PO 6 - PT 7 - FLT 8 - FLL 9 - WLX 10 - WLZ 11 - EQX 12 - EQZ
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 0.94 2.08 0.88 0.00 0.00 -3.47 0.00 -1.23 0.00
0.00 4.72 0.00 6.61 6.93 6.18 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 -0.46 0.00 0.00 0.00 0.00 -3.68 0.00 -1.23
0.00 0.00 0.00 0.00 -2.21 0.00 0.00 0.00 0.00 -12.15 0.00 -5.94
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 50 of 133
DETAIL REPORT FOR F4 UNFACTORED (ALLOWABLE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
1 - Dead + DL + PE 0.94 2 - Dead + DL + PE + WLX -2.52 3 - Dead + DL + PE + -1WLX 4.41 4 - Dead + DL + PE + WLZ 0.94 5 - Dead + DL + PE + -1WLZ 0.94 6 - Dead + DL + LL + PO 2.08 7 - Dead + DL + LL + PO + FLT + FLL 2.08 8 - Dead + DL + LL + PO + -1FLT + FLL 2.08 9 - Dead + DL + LL + PO + FLT + -1FLL 2.08 10 - Dead + DL + LL + PO + -1FLT + -1FLL 2.08 11 - Dead + DL + LL + PO + FLT + FLL + WLX -1.39 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX -1.39 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX -1.39 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX -1.39 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 5.54 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 5.54 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 5.54 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 5.54 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 2.08 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 2.08 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 2.08 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 2.08 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 2.08 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 2.08 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 2.08 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 2.08 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 1.19 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 1.19 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 1.19 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX 1.19 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 2.96 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 2.96 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 2.96 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX 2.96 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 2.08 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 2.08 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 2.08 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 2.08 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 2.08 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 2.08 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 2.08 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ 2.08 43 - Dead + DL + PT 0.88 44 - Dead + DL + PT + 0.6WLX -1.20 45 - Dead + DL + PT + -0.6WLX 2.96 46 - Dead + DL + PT + 0.6WLZ 0.88 47 - Dead + DL + PT + -0.6WLZ 0.88
11.33 11.33 11.33 11.33 11.33 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 11.65 10.91 10.91 10.91 10.91 10.91
0.00 0.00 0.00 -3.68 3.68 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -4.13 -4.13 -4.13 -4.13 3.22 3.22 3.22 3.22 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -0.46 -1.34 -1.34 -1.34 -1.34 0.42 0.42 0.42 0.42 0.00 0.00 0.00 -2.21 2.21
0.00 0.00 0.00 -12.15 12.15 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -14.36 -14.36 -14.36 -14.36 9.94 9.94 9.94 9.94 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -2.21 -6.46 -6.46 -6.46 -6.46 2.04 2.04 2.04 2.04 0.00 0.00 0.00 -7.29 7.29
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 51 of 133
DETAIL REPORT FOR F4 FACTORED (ULTIMATE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
1 - 1.4Dead + 1.4DL + 1.4PE 1.32 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX -3.53 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 6.17 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 1.32 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 1.32 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 2.91 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 2.91 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 2.91 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 2.91 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL2.91 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL -1.67 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-1.67 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL-1.67 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -1.67 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 6.65 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 6.65 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 6.65 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL6.65 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 2.49 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 2.49 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 2.49 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL2.49 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 2.49 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 2.49 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 2.49 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL2.49 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 1.26 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.26 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.26 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.26 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 3.72 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 3.72 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 3.72 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +3.72 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 2.49 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 2.49 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 2.49 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +2.49 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 2.49 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 2.49 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 2.49 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +2.49 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 1.23 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX -1.44 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 3.55 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 1.05 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 1.05
15.86 15.86 15.86 15.86 15.86 16.31 16.31 16.31 16.31 16.31 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 13.98 15.27 13.09 13.09 13.09 13.09
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 -5.15 5.15 -0.64 -0.64 -0.64 -0.64 -0.64 -0.55 -0.55 -0.55 -0.55 -0.55 -0.55 -0.55 -0.55 -4.96 -4.96 -4.96 -4.96 3.86 3.86 3.86 3.86 -0.55 -0.55 -0.55 -0.55 -0.55 -0.55 -0.55 -0.55 -1.78 -1.78 -1.78 -1.78 0.68 0.68 0.68 0.68 0.00 0.00 0.00 -2.65 2.65
0.00 0.00 0.00 -17.00 17.00 -3.09 -3.09 -3.09 -3.09 -3.09 -2.65 -2.65 -2.65 -2.65 -2.65 -2.65 -2.65 -2.65 -17.23 -17.23 -17.23 -17.23 11.92 11.92 11.92 11.92 -2.65 -2.65 -2.65 -2.65 -2.65 -2.65 -2.65 -2.65 -8.59 -8.59 -8.59 -8.59 3.29 3.29 3.29 3.29 0.00 0.00 0.00 -8.75 8.75
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 52 of 133
DETAIL REPORT FOR F4 BEARING CAPACITY - LINEAR SOIL PRESSURE METHOD Load Comb
Max Pressure (kN/sq m)
All Pressure (kN/sq m)
Ecc Z Dir (cm)
Ecc X Dir (cm)
Moment Z axis (kN-m)
Moment X axis (kN-m)
1 - Dead + DL + PE 64.57 2 - Dead + DL + PE + WLX 61.17 3 - Dead + DL + PE + -1WLX 67.97 4 - Dead + DL + PE + WLZ 97.73 5 - Dead + DL + PE + -1WLZ 133.67 6 - Dead + DL + LL + PO 72.53 7 - Dead + DL + LL + PO + FLT + FLL 72.53 8 - Dead + DL + LL + PO + -1FLT + FLL 72.53 9 - Dead + DL + LL + PO + FLT + -1FLL 72.53 10 - Dead + DL + LL + PO + -1FLT + -1FLL 72.53 11 - Dead + DL + LL + PO + FLT + FLL + WLX 69.19 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 69.19 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 69.19 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 69.19 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 75.89 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 75.89 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 75.89 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 75.89 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 108.81 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 108.81 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 108.81 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 108.81 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 120.47 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 120.47 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 120.47 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 120.47 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 71.68 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 71.68 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 71.68 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX71.68 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 73.39 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 73.39 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 73.39 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX73.39 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 85.01 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 85.01 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 85.01 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 85.01 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 74.54 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 74.54 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 74.54 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ74.54 43 - Dead + DL + PT 63.02 44 - Dead + DL + PT + 0.6WLX 60.97 45 - Dead + DL + PT + -0.6WLX 65.07 46 - Dead + DL + PT + 0.6WLZ 80.74 47 - Dead + DL + PT + -0.6WLZ 96.55
171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60
0.00 0.00 0.00 28.18 28.18 5.03 5.03 5.03 5.03 5.03 5.33 5.33 5.33 5.33 4.76 4.76 4.76 4.76 32.69 32.69 32.69 32.69 22.63 22.63 22.63 22.63 5.10 5.10 5.10 5.10 4.96 4.96 4.96 4.96 14.70 14.70 14.70 14.70 4.64 4.64 4.64 4.64 0.00 0.00 0.00 16.93 16.93
33.47 33.68 33.28 27.37 39.56 33.39 33.39 33.39 33.39 33.39 33.59 33.59 33.59 33.59 33.21 33.21 33.21 33.21 27.41 27.41 27.41 27.41 39.37 39.37 39.37 39.37 33.44 33.44 33.44 33.44 33.34 33.34 33.34 33.34 31.96 31.96 31.96 31.96 34.82 34.82 34.82 34.82 32.49 32.58 32.41 28.83 36.15
20.19 19.15 21.23 16.52 23.87 20.53 20.53 20.53 20.53 20.53 19.49 19.49 19.49 19.49 21.57 21.57 21.57 21.57 16.85 16.85 16.85 16.85 24.20 24.20 24.20 24.20 20.26 20.26 20.26 20.26 20.79 20.79 20.79 20.79 19.65 19.65 19.65 19.65 21.41 21.41 21.41 21.41 19.58 18.96 20.21 17.38 21.79
0.00 0.00 0.00 17.00 17.00 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.09 20.10 20.10 20.10 20.10 13.91 13.91 13.91 13.91 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.09 9.04 9.04 9.04 9.04 2.85 2.85 2.85 2.85 0.00 0.00 0.00 10.20 10.20
Rem
Page 53 of 133
DETAIL REPORT FOR F4 STABILITY RATIO / SLIDING SAFETY FACTOR Load Comb
S.R. Z Dir
S.R. X Dir
All S.R.
Sliding FS - Z
Sliding FS - X
All FS
1 - Dead + DL + PE 100.00 2 - Dead + DL + PE + WLX 100.00 3 - Dead + DL + PE + -1WLX 100.00 4 - Dead + DL + PE + WLZ 2.66 5 - Dead + DL + PE + -1WLZ 2.66 6 - Dead + DL + LL + PO 14.91 7 - Dead + DL + LL + PO + FLT + FLL 14.91 8 - Dead + DL + LL + PO + -1FLT + FLL 14.91 9 - Dead + DL + LL + PO + FLT + -1FLL 14.91 10 - Dead + DL + LL + PO + -1FLT + -1FLL 14.91 11 - Dead + DL + LL + PO + FLT + FLL + WLX 10.77 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 10.77 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 10.77 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 10.77 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 15.75 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 15.75 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 15.75 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 15.75 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 2.29 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 2.29 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 2.29 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 2.29 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 3.31 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 3.31 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 3.31 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 3.31 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 14.70 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 14.70 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 14.70 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX14.70 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 15.12 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 15.12 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 15.12 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX15.12 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 5.10 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 5.10 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 5.10 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 5.10 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 16.16 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 16.16 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 16.16 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ16.16 43 - Dead + DL + PT 100.00 44 - Dead + DL + PT + 0.6WLX 100.00 45 - Dead + DL + PT + -0.6WLX 100.00 46 - Dead + DL + PT + 0.6WLZ 4.43 47 - Dead + DL + PT + -0.6WLZ 4.43
2.73 2.53 2.83 2.96 2.22 2.72 2.72 2.72 2.72 2.72 2.56 2.56 2.56 2.56 2.81 2.81 2.81 2.81 2.94 2.94 2.94 2.94 2.25 2.25 2.25 2.25 2.69 2.69 2.69 2.69 2.74 2.74 2.74 2.74 2.77 2.77 2.77 2.77 2.62 2.62 2.62 2.62 2.84 2.72 2.90 2.98 2.48
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
100.00 100.00 100.00 4.16 4.16 23.02 23.02 23.02 23.02 23.02 22.55 22.55 22.55 22.55 23.49 23.49 23.49 23.49 3.54 3.54 3.54 3.54 5.12 5.12 5.12 5.12 22.90 22.90 22.90 22.90 23.14 23.14 23.14 23.14 7.88 7.88 7.88 7.88 24.95 24.95 24.95 24.95 100.00 100.00 100.00 6.93 6.93
4.46 4.37 4.55 4.46 4.46 4.36 4.36 4.36 4.36 4.36 4.27 4.27 4.27 4.27 4.45 4.45 4.45 4.45 4.36 4.36 4.36 4.36 4.36 4.36 4.36 4.36 4.34 4.34 4.34 4.34 4.39 4.39 4.39 4.39 4.36 4.36 4.36 4.36 4.36 4.36 4.36 4.36 4.63 4.57 4.69 4.63 4.63
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
Remarks
Page 54 of 133
DETAIL REPORT FOR F4 FOOTING DESIGN INFORMATION X Dim (mm) Z Dim (mm) Thickness (mm)
1500.00 1500.00 400.00
Top Steel Governing Combination
5. 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 4. 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ
No of Bars
10 10
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
Moment (kN m/m)
12 12
150 150
7.54 7.54
0.52 0.15
-6 -2
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
(kN m/m)
12 12
150 150
7.54 7.54
7.2 7.2
0 3
Rem
Direction
X Z
Bottom Steel Governing Combination
No of Bars
5. 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 10 22. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 101.2WLZ
PUNCHING SHEAR P1 Control Comb
4. 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ
Net Ult Load (kN)
Punch. Stress (N/sq mm)
All Stress (N/sq mm)
69.05
0.12
0.50
Moment
Direction
X Z
Page 55 of 133
DETAIL REPORT FOR F4 MAXIMUM SHEAR - X DIRECTION Load Comb
Left Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 0.38 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.38 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.38 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.38 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.38 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.38 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.38 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.38 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.38 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.38 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.38 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.38 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.38 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.38 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.38 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.38 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.38 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.38 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.38 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.38 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.38 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.38 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.38 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.38 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.38 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.38 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 0.38 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.38 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.38 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.38 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 0.38 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.38 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.38 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.38 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 0.38 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.38 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.38 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.38 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 0.38 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.38 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.38 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.38 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 0.38 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.38 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.38 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.38 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.38
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
-15.27 -15.38 -15.15 -12.25 -17.17 -15.23 -15.23 -15.23 -15.23 -15.23 -13.15 -13.15 -13.15 -13.15 -12.95 -12.95 -12.95 -12.95 -10.46 -10.46 -10.46 -10.46 -14.65 -14.65 -14.65 -14.65 -13.08 -13.08 -13.08 -13.08 -13.02 -13.02 -13.02 -13.02 -12.46 -12.46 -12.46 -12.46 -13.50 -13.50 -13.50 -13.50 -14.89 -12.83 -12.70 -11.22 -13.68
0.03 0.03 0.03 0.03 0.04 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03
0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50
Rem
Page 56 of 133
DETAIL REPORT FOR F4 MAXIMUM SHEAR - Z DIRECTION Load Comb
Bottom Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 0.08 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 1.43 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.08 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.08 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 1.43 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.08 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.08 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.08 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.08 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.08 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.08 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.08 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.08 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.08 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.08 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.08 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.08 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.08 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.08 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.08 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.08 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.08 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 1.43 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 1.43 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 1.43 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL1.43 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 0.08 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.08 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.08 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.08 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 0.08 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.08 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.08 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.08 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 0.08 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.08 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.08 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.08 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 1.43 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 1.43 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 1.43 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +1.43 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 0.08 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 1.43 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 1.43 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.08 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 1.43
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
1.01 -0.77 1.25 5.57 -5.57 1.91 1.91 1.91 1.91 1.91 1.43 1.43 1.43 1.43 1.85 1.85 1.85 1.85 5.71 5.71 5.71 5.71 -4.11 -4.11 -4.11 -4.11 1.58 1.58 1.58 1.58 1.70 1.70 1.70 1.70 3.22 3.22 3.22 3.22 -1.81 -1.81 -1.81 -1.81 1.01 -0.74 -0.99 3.19 -3.19
0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01
0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50
Rem
Page 57 of 133
DETAIL REPORT FOR F4 PIER/BASE PLATE DESIGN INFORMATION X Dim (mm) Z Dim (mm) Height above grade (mm) X Offset (mm) Z Offset (mm) Requested Reinft. Ratio Provided Reinft. Ratio Long Bar Size (mm) Bars in X Dir Bars in Z Dir Total Long Bars Tie Bar Size (mm) Total No. of Ties Major Tie Spacing (mm)
P1 750.00 750.00 200.00 1050.00 750.00 0.0018 0.0043 16 4 4 12 12 8 150
Page 58 of 133
DETAIL REPORT FOR F4 PIER ULTIMATE LOAD CAPACITIES
P1 Load Comb
Axial Load (kN)
Axial Capa. (kN)
Mom X
Mom X Capa (kN m)
Mom Z
(kN m)
(kN m)
Mom Z Capa (kN m)
1 - 1.4Dead + 1.4DL + 1.4PE 20.22 20.42 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 15.37 15.52 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 25.07 1041.86 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 20.22 20.42 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 20.22 20.42 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 21.81 22.02 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 21.81 22.02 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 21.81 22.02 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 21.81 22.02 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 21.81 22.02 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL14.53 + 1.2WLX 14.68 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL14.53 + 1.2WLX 14.68 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL14.53 + 1.2WLX 14.68 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 14.53 + 1.2WLX 14.68 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL22.85 + -1.2WLX 1144.70 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL22.85 + -1.2WLX 1144.70 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL22.85 + -1.2WLX 1144.70 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 22.85 + -1.2WLX1144.70 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL18.69 + 1.2WLZ 18.88 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL18.69 + 1.2WLZ 18.88 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL18.69 + 1.2WLZ 18.88 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 18.69 + 1.2WLZ 18.88 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL18.69 + -1.2WLZ 18.88 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL18.69 + -1.2WLZ 18.88 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL18.69 + -1.2WLZ 18.88 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 18.69 + -1.2WLZ 18.88 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 17.46 EQX 17.63 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +17.46 EQX 17.63 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +17.46 EQX 17.63 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 17.46 EQX 17.63 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 19.92 -1EQX 20.12 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +19.92 -1EQX 20.12 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +19.92 -1EQX 20.12 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 19.92 -1EQX 20.12 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 18.69 EQZ 18.88 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +18.69 EQZ 18.88 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +18.69 EQZ 18.88 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 18.69 EQZ 18.88 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 18.69 -1EQZ 18.88 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +18.69 -1EQZ 18.88 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +18.69 -1EQZ 18.88 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 18.69 -1EQZ 18.88 43 - 1.4Dead + 1.4DL + 1.4PT 20.13 20.33 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 14.76 14.91 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 19.75 19.95 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 17.25 17.43 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 17.25 17.43
0.40 0.31 0.50 17.00 17.00 3.09 3.09 3.09 3.09 3.09 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 17.23 17.23 17.23 17.23 11.92 11.92 11.92 11.92 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 8.59 8.59 8.59 8.59 3.29 3.29 3.29 3.29 0.40 0.30 0.40 8.75 8.75
9.32 7.08 20.83 323.94 245.77 68.58 68.58 68.58 68.58 68.58 68.58 68.58 68.58 68.58 132.18 132.18 132.18 132.18 333.92 333.92 333.92 333.92 210.76 210.76 210.76 210.76 68.58 68.58 68.58 68.58 68.58 68.58 68.58 68.58 217.25 217.25 217.25 217.25 78.55 78.55 78.55 78.55 9.63 8.23 11.03 251.37 178.82
15.86 15.86 15.86 10.72 21.01 15.67 15.67 15.67 15.67 15.67 13.43 13.43 13.43 13.43 13.43 13.43 13.43 13.43 9.02 9.02 9.02 9.02 17.84 17.84 17.84 17.84 13.43 13.43 13.43 13.43 13.43 13.43 13.43 13.43 12.20 12.20 12.20 12.20 14.66 14.66 14.66 14.66 15.27 13.09 13.09 10.44 15.74
366.22 366.28 659.02 201.41 296.66 361.88 361.88 361.88 361.88 361.88 361.88 361.88 361.88 361.88 669.93 669.93 669.93 669.93 168.50 168.50 168.50 168.50 320.18 320.18 320.18 320.18 361.88 361.88 361.88 361.88 361.88 361.88 361.88 361.88 316.38 316.38 316.38 316.38 361.07 361.07 361.07 361.07 366.22 366.25 366.18 294.46 330.90
Rem
Page 59 of 133
DETAIL REPORT FOR F4
Page 60 of 133
DETAIL REPORT FOR F4 SELF WEIGHTS AND APPLIED EXTERNAL LOAD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Load Elem Weight kN
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
13.5 WLX 13.5 -1WLX 13.5 WLZ 13.5 -1WLZ 13.5 PO 13.5 PO + FLT + FLL 13.5 PO + -1FLT + FLL 13.5 PO + FLT + -1FLL 13.5 PO + -1FLT + -1FLL 13.5 PO + FLT + FLL + WLX 13.5 PO + -1FLT + FLL + WLX 13.5 PO + FLT + -1FLL + WLX 13.5 PO + -1FLT + -1FLL + WLX 13.5 PO + FLT + FLL + -1WLX 13.5 PO + -1FLT + FLL + -1WLX 13.5 PO + FLT + -1FLL + -1WLX 13.5 PO + -1FLT + -1FLL + -1WLX 13.5 PO + FLT + FLL + WLZ 13.5 PO + -1FLT + FLL + WLZ13.5 PO + FLT + -1FLL + WLZ13.5 PO + -1FLT + -1FLL + WLZ 13.5 PO + FLT + FLL + -1WLZ13.5 PO + -1FLT + FLL + -1WLZ 13.5 PO + FLT + -1FLL + -1WLZ 13.5 PO + -1FLT + -1FLL + -1WLZ 13.5 PO + FLT + FLL + 0.715EQX 13.5 PO + -1FLT + FLL + 0.715EQX 13.5 PO + FLT + -1FLL + 0.715EQX 13.5 PO + -1FLT + -1FLL + 0.715EQX 13.5 PO + FLT + FLL + -0.715EQX 13.5 PO + -1FLT + FLL + -0.715EQX 13.5 PO + FLT + -1FLL + -0.715EQX 13.5 PO + -1FLT + -1FLL + -0.715EQX 13.5 PO + FLT + FLL + 0.715EQZ 13.5 PO + -1FLT + FLL + 0.715EQZ 13.5 PO + FLT + -1FLL + 0.715EQZ 13.5 PO + -1FLT + -1FLL + 0.715EQZ 13.5 PO + FLT + FLL + -0.715EQZ 13.5 PO + -1FLT + FLL + -0.715EQZ 13.5 PO + FLT + -1FLL + -0.715EQZ 13.5 PO + -1FLT + -1FLL + -0.715EQZ 13.5 13.5 0.6WLX 13.5 -0.6WLX 13.5 0.6WLZ 13.5 -0.6WLZ 13.5
Soil Weight kN
Mat Weight kN
App Axial Load kN
Tot Axial Load kN
Buoyant Load kN
24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3
21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6
0.94 -2.52 4.41 0.94 0.94 2.08 2.08 2.08 2.08 2.08 -1.39 -1.39 -1.39 -1.39 5.54 5.54 5.54 5.54 2.08 2.08 2.08 2.08 2.08 2.08 2.08 2.08 1.19 1.19 1.19 1.19 2.96 2.96 2.96 2.96 2.08 2.08 2.08 2.08 2.08 2.08 2.08 2.08 0.88 -1.2 2.96 0.88 0.88
60.34 56.88 63.81 60.34 60.34 61.48 61.48 61.48 61.48 61.48 58.01 58.01 58.01 58.01 64.94 64.94 64.94 64.94 61.48 61.48 61.48 61.48 61.48 61.48 61.48 61.48 60.59 60.59 60.59 60.59 62.36 62.36 62.36 62.36 61.48 61.48 61.48 61.48 61.48 61.48 61.48 61.48 60.28 58.2 62.36 60.28 60.28
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page 61 of 133
DETAIL REPORT FOR F4 SOIL BEARING RESULTS - LINEAR SOIL PRESSURE METHOD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Max Bearing kN/sq m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
64.572 WLX 61.174 -1WLX 67.973 WLZ 97.728 -1WLZ 133.67 PO 72.534 PO + FLT + FLL 72.534 PO + -1FLT + FLL 72.534 PO + FLT + -1FLL 72.534 PO + -1FLT + -1FLL 72.534 PO + FLT + FLL + WLX 69.187 PO + -1FLT + FLL + WLX 69.187 PO + FLT + -1FLL + WLX 69.187 PO + -1FLT + -1FLL + 69.187 WLX PO + FLT + FLL + -1WLX 75.89 PO + -1FLT + FLL + -1WLX 75.89 PO + FLT + -1FLL + -1WLX 75.89 PO + -1FLT + -1FLL + -1WLX 75.89 PO + FLT + FLL + WLZ 108.815 PO + -1FLT + FLL + WLZ 108.815 PO + FLT + -1FLL + WLZ 108.815 PO + -1FLT + -1FLL +108.815 WLZ PO + FLT + FLL + -1WLZ 120.468 PO + -1FLT + FLL + -1WLZ 120.468 PO + FLT + -1FLL + -1WLZ 120.468 PO + -1FLT + -1FLL +120.468 -1WLZ PO + FLT + FLL + 0.715EQX 71.684 PO + -1FLT + FLL + 0.715EQX 71.684 PO + FLT + -1FLL + 0.715EQX 71.684 PO + -1FLT + -1FLL + 71.684 0.715EQX PO + FLT + FLL + -0.715EQX 73.386 PO + -1FLT + FLL + -0.715EQX 73.386 PO + FLT + -1FLL + -0.715EQX 73.386 PO + -1FLT + -1FLL + 73.386 -0.715EQX PO + FLT + FLL + 0.715EQZ 85.006 PO + -1FLT + FLL + 0.715EQZ 85.006 PO + FLT + -1FLL + 0.715EQZ 85.006 PO + -1FLT + -1FLL + 85.006 0.715EQZ PO + FLT + FLL + -0.715EQZ 74.539 PO + -1FLT + FLL + -0.715EQZ 74.539 PO + FLT + -1FLL + -0.715EQZ 74.539 PO + -1FLT + -1FLL + 74.539 -0.715EQZ 63.019 0.6WLX 60.973 -0.6WLX 65.066 0.6WLZ 80.742 -0.6WLZ 96.55
Min Bearing kN/sq m
X Comp Len m
Z Comp Len m
Area in Comp sq m
% in Comp
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1.246 1.24 1.252 1.992 1.431 1.365 1.365 1.365 1.365 1.365 1.365 1.365 1.365 1.365 1.365 1.365 1.365 1.365 2.036 2.036 2.036 2.036 1.401 1.401 1.401 1.401 1.365 1.365 1.365 1.365 1.365 1.365 1.365 1.365 1.589 1.589 1.589 1.589 1.31 1.31 1.31 1.31 1.275 1.273 1.278 1.761 1.463
1.5 1.5 1.5 1.942 1.936 8.179 8.179 8.179 8.179 8.179 7.758 7.758 7.758 7.758 8.601 8.601 8.601 8.601 1.746 1.746 1.746 1.746 2.294 2.294 2.294 2.294 8.072 8.072 8.072 8.072 8.286 8.286 8.286 8.286 3.224 3.224 3.224 3.224 8.81 8.81 8.81 8.81 1.5 1.5 1.5 2.879 2.88
2.059 2.055 2.064 1.91 1.459 1.87 1.87 1.87 1.87 1.87 1.861 1.861 1.861 1.861 1.879 1.879 1.879 1.879 1.863 1.863 1.863 1.863 1.525 1.525 1.525 1.525 1.868 1.868 1.868 1.868 1.873 1.873 1.873 1.873 1.841 1.841 1.841 1.841 1.814 1.814 1.814 1.814 2.082 2.08 2.083 2.002 1.678
91.533 91.322 91.721 84.872 64.843 83.128 83.128 83.128 83.128 83.128 82.705 82.705 82.705 82.705 83.506 83.506 83.506 83.506 82.812 82.812 82.812 82.812 67.767 67.767 67.767 67.767 83.025 83.025 83.025 83.025 83.228 83.228 83.228 83.228 81.807 81.807 81.807 81.807 80.629 80.629 80.629 80.629 92.512 92.423 92.595 88.965 74.59
BEARING PRESSURE CALCULATION FOR UNFACTORED LOAD COMBINATION 5 Eccentricity condition: Eccentricity - Z direction = Eccentricity - X direction = Total Axial Load = Footing length = Footing width = Mat Area A = Soil overburden = Gross bearing pressure = Net soil bearing =
Biaxial eccentricity Ecc,z = Ecc,x = P= Lx = Lz = Lx * Lz = S= Gbp = Solved by trial and error method Nbp = Gbp - S =
281.8 395.588 60.34 1.5 1.5 2.25 21.6 133.67 112.07
mm mm kN m m sq m kN/sq m kN/sq m kN/sq m
Page 62 of 133
DETAIL REPORT FOR F4 STABILITY RATIO CALCULATIONS No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Overturn Mom - X kNm
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
15.862 WLX 16.998 -1WLX 15.862 WLZ 15.862 -1WLZ 19.538 PO 16.313 PO + FLT + FLL 16.313 PO + -1FLT + FLL 16.313 PO + FLT + -1FLL 16.313 PO + -1FLT + -1FLL 16.313 PO + FLT + FLL + WLX 16.939 PO + -1FLT + FLL + WLX 16.939 PO + FLT + -1FLL + WLX 16.939 PO + -1FLT + -1FLL + 16.939 WLX PO + FLT + FLL + -1WLX 16.313 PO + -1FLT + FLL + -1WLX 16.313 PO + FLT + -1FLL + -1WLX 16.313 PO + -1FLT + -1FLL + 16.313 -1WLX PO + FLT + FLL + WLZ 16.313 PO + -1FLT + FLL + WLZ 16.313 PO + FLT + -1FLL + WLZ 16.313 PO + -1FLT + -1FLL + 16.313 WLZ PO + FLT + FLL + -1WLZ 19.531 PO + -1FLT + FLL + -1WLZ 19.531 PO + FLT + -1FLL + -1WLZ 19.531 PO + -1FLT + -1FLL + 19.531 -1WLZ PO + FLT + FLL + 0.715EQX 16.313 PO + -1FLT + FLL + 0.715EQX 16.313 PO + FLT + -1FLL + 0.715EQX 16.313 PO + -1FLT + -1FLL + 16.313 0.715EQX PO + FLT + FLL + -0.715EQX 16.313 PO + -1FLT + FLL + -0.715EQX 16.313 PO + FLT + -1FLL + -0.715EQX 16.313 PO + -1FLT + -1FLL + 16.313 -0.715EQX PO + FLT + FLL + 0.715EQZ 16.313 PO + -1FLT + FLL + 0.715EQZ 16.313 PO + FLT + -1FLL + 0.715EQZ 16.313 PO + -1FLT + -1FLL + 16.313 0.715EQZ PO + FLT + FLL + -0.715EQZ 16.735 PO + -1FLT + FLL + -0.715EQZ 16.735 PO + FLT + -1FLL + -0.715EQZ 16.735 PO + -1FLT + -1FLL + 16.735 -0.715EQZ 15.27 0.6WLX 15.81 -0.6WLX 15.27 0.6WLZ 15.27 -0.6WLZ 17.475
Resist Mom - X kNm
SRx
Overturn Mom - Z kNm
Resist Mom - Z kNm
SRz
43.354 42.93 44.914 47.03 43.354 44.322 44.322 44.322 44.322 44.322 43.388 43.388 43.388 43.388 45.881 45.881 45.881 45.881 47.998 47.998 47.998 47.998 43.864 43.864 43.864 43.864 43.926 43.926 43.926 43.926 44.718 44.718 44.718 44.718 45.202 45.202 45.202 45.202 43.864 43.864 43.864 43.864 43.326 42.93 44.261 45.531 43.326
2.733 2.526 2.832 2.965 2.219 2.717 2.717 2.717 2.717 2.717 2.561 2.561 2.561 2.561 2.813 2.813 2.813 2.813 2.942 2.942 2.942 2.942 2.246 2.246 2.246 2.246 2.693 2.693 2.693 2.693 2.741 2.741 2.741 2.741 2.771 2.771 2.771 2.771 2.621 2.621 2.621 2.621 2.837 2.715 2.899 2.982 2.479
0 0 0 17.004 17.004 3.093 3.093 3.093 3.093 3.093 4.136 4.136 4.136 4.136 3.093 3.093 3.093 3.093 20.097 20.097 20.097 20.097 13.912 13.912 13.912 13.912 3.093 3.093 3.093 3.093 3.093 3.093 3.093 3.093 9.038 9.038 9.038 9.038 2.852 2.852 2.852 2.852 0 0 0 10.203 10.203
45.257 44.55 47.856 45.257 45.257 46.106 46.106 46.106 46.106 46.106 44.55 44.55 44.55 44.55 48.706 48.706 48.706 48.706 46.106 46.106 46.106 46.106 46.106 46.106 46.106 46.106 45.446 45.446 45.446 45.446 46.766 46.766 46.766 46.766 46.106 46.106 46.106 46.106 46.106 46.106 46.106 46.106 45.209 44.55 46.769 45.209 45.209
100 100 100 2.661 2.661 14.909 14.909 14.909 14.909 14.909 10.772 10.772 10.772 10.772 15.749 15.749 15.749 15.749 2.294 2.294 2.294 2.294 3.314 3.314 3.314 3.314 14.695 14.695 14.695 14.695 15.122 15.122 15.122 15.122 5.102 5.102 5.102 5.102 16.164 16.164 16.164 16.164 100 100 100 4.431 4.431
Note: Stability ratio values greater than 100 are displayed as 100.
Page 63 of 133
DETAIL REPORT FOR F4 SLIDING RESISTANCE CALCULATION - X DIRECTION - UNFACTORED LOAD COMBINATION 5 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lz = Lx = h= h1 = Y= Yh1 =
1.5 1.5 0.4 0.8 18 14.4
m m m m kN/cu m kN/sq m
p2 =
Y(h + h1) =
21.6
kN/sq m
R1 =
0.5*Lz*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
10.8 3 0.3 60.34 32.4 18.102 50.502 11.33 4.457
kN
R2 = R3 = R= FS,slid =
kN kN kN kN kN
Note: Sliding factor of safety value greater than 100 is displayed as 100.
SLIDING RESISTANCE CALCULATION - Z DIRECTION - UNFACTORED LOAD COMBINATION 5 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lx = Lz = h= h1 = Y= Yh1 =
1.5 1.5 0.4 0.8 18 14.4
m m m m kN/cu m kN/sq m
p2 =
Y(h + h1) =
21.6
kN/sq m
R1 =
0.5*Lx*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
10.8 3 0.3 60.34 32.4 18.102 50.502 12.146 4.158
kN
R2 = R3 = R= FS,slid =
Note: Sliding factor of safety value greater than 100 is displayed as 100.
FACTORED LOADS - SOIL BEARING VALUES No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Max X Bearing kN/sq m
Min X Bearing kN/sq m
1.4PE 90.401 0 1.4PE + 1.4WLX 85.644 0 1.4PE + -1.4WLX 95.162 0 1.4PE + 1.4WLZ 78.837 0 1.4PE + -1.4WLZ 105.939 0 1.6LL + 1.4PO 91.931 0 1.6LL + 1.4PO + 1.6FLT91.931 + 1.6FLL 0 1.6LL + 1.4PO + -1.6FLT 91.931 + 1.6FLL 0 1.6LL + 1.4PO + 1.6FLT91.931 + -1.6FLL 0 1.6LL + 1.4PO + -1.6FLT 91.931 + -1.6FLL 0 1.2LL + 1.2PO + 1.2FLT74.719 + 1.2FLL + 1.2WLX 0 1.2LL + 1.2PO + -1.2FLT 74.719 + 1.2FLL + 1.2WLX 0 1.2LL + 1.2PO + 1.2FLT74.719 + -1.2FLL + 1.2WLX 0 1.2LL + 1.2PO + -1.2FLT 74.719 + -1.2FLL + 1.2WLX 0 1.2LL + 1.2PO + 1.2FLT 82.88 + 1.2FLL + -1.2WLX 0 1.2LL + 1.2PO + -1.2FLT82.88 + 1.2FLL + -1.2WLX 0 1.2LL + 1.2PO + 1.2FLT 82.88 + -1.2FLL + -1.2WLX 0 1.2LL + 1.2PO + -1.2FLT82.88 + -1.2FLL + -1.2WLX 0 1.2LL + 1.2PO + 1.2FLT68.896 + 1.2FLL + 1.2WLZ 0 1.2LL + 1.2PO + -1.2FLT 68.896 + 1.2FLL + 1.2WLZ 0 1.2LL + 1.2PO + 1.2FLT68.896 + -1.2FLL + 1.2WLZ 0 1.2LL + 1.2PO + -1.2FLT 68.896 + -1.2FLL + 1.2WLZ 0 1.2LL + 1.2PO + 1.2FLT92.022 + 1.2FLL + -1.2WLZ 0 1.2LL + 1.2PO + -1.2FLT 92.022 + 1.2FLL + -1.2WLZ 0 1.2LL + 1.2PO + 1.2FLT92.022 + -1.2FLL + -1.2WLZ 0 1.2LL + 1.2PO + -1.2FLT 92.022 + -1.2FLL + -1.2WLZ 0 LL + 1.2PO + 1.2FLT + 77.59 1.2FLL + EQX 0 LL + 1.2PO + -1.2FLT + 77.59 1.2FLL + EQX 0 LL + 1.2PO + 1.2FLT + 77.59 -1.2FLL + EQX 0
Max Z Bearing kN/sq m
Min Z Bearing kN/sq m
37.546 35.39 39.703 80.193 80.193 45.948 45.948 45.948 45.948 45.948 37.536 37.536 37.536 37.536 41.233 41.233 41.233 41.233 77.494 77.494 77.494 77.494 62.465 62.465 62.465 62.465 38.837 38.837 38.837
37.546 35.39 39.703 0 0 30.554 30.554 30.554 30.554 30.554 24.341 24.341 24.341 24.341 28.038 28.038 28.038 28.038 0 0 0 0 3.108 3.108 3.108 3.108 25.642 25.642 25.642
kN kN kN kN kN
Page 64 of 133
DETAIL REPORT FOR F4 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + +
LL + 1.2PO + -1.2FLT + 77.59 -1.2FLL + EQX LL + 1.2PO + 1.2FLT +80.005 1.2FLL + -1EQX LL + 1.2PO + -1.2FLT +80.005 1.2FLL + -1EQX LL + 1.2PO + 1.2FLT +80.005 -1.2FLL + -1EQX LL + 1.2PO + -1.2FLT +80.005 -1.2FLL + -1EQX LL + 1.2PO + 1.2FLT +75.759 1.2FLL + EQZ LL + 1.2PO + -1.2FLT +75.759 1.2FLL + EQZ LL + 1.2PO + 1.2FLT +75.759 -1.2FLL + EQZ LL + 1.2PO + -1.2FLT +75.759 -1.2FLL + EQZ LL + 1.2PO + 1.2FLT + 82.09 1.2FLL + -1EQZ LL + 1.2PO + -1.2FLT + 82.09 1.2FLL + -1EQZ LL + 1.2PO + 1.2FLT + 82.09 -1.2FLL + -1EQZ LL + 1.2PO + -1.2FLT + 82.09 -1.2FLL + -1EQZ 1.4PT 88.227 1.2PT + 0.72WLX 73.167 1.2PT + -0.72WLX 78.08 1.2PT + 0.72WLZ 69.63 1.2PT + -0.72WLZ 82.745
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
38.837 39.931 39.931 39.931 39.931 54.166 54.166 54.166 54.166 40.971 40.971 40.971 40.971 37.507 31.04 33.258 53.914 53.914
25.642 26.736 26.736 26.736 26.736 11.408 11.408 11.408 11.408 24.603 24.603 24.603 24.603 37.507 31.04 33.258 10.383 10.383
Page 65 of 133
DETAIL REPORT FOR F4 BEAM SHEAR STRESS - X DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Shear Crit Sect kN
Shear Stress N/sq mm
1.4PE 0.375 -15.268 0.034 1.4PE + 1.4WLX 0.375 -15.384 0.034 1.4PE + -1.4WLX 0.375 -15.15 0.034 1.4PE + 1.4WLZ 0.375 -12.247 0.027 1.4PE + -1.4WLZ 0.375 -17.165 0.038 1.6LL + 1.4PO 0.375 -15.226 0.034 1.6LL + 1.4PO 0.375 + 1.6FLT -15.226 + 1.6FLL 0.034 1.6LL + 1.4PO 0.375 + -1.6FLT -15.226 + 1.6FLL 0.034 1.6LL + 1.4PO 0.375 + 1.6FLT -15.226 + -1.6FLL 0.034 1.6LL + 1.4PO 0.375 + -1.6FLT -15.226 + -1.6FLL 0.034 1.2LL + 1.2PO 0.375 + 1.2FLT -13.151 + 1.2FLL + 1.2WLX 0.029 1.2LL + 1.2PO 0.375 + -1.2FLT -13.151 + 1.2FLL + 1.2WLX 0.029 1.2LL + 1.2PO 0.375 + 1.2FLT -13.151 + -1.2FLL + 1.2WLX 0.029 1.2LL + 1.2PO 0.375 + -1.2FLT -13.151 + -1.2FLL + 1.2WLX 0.029 1.2LL + 1.2PO 0.375 + 1.2FLT -12.949 + 1.2FLL + -1.2WLX 0.029 1.2LL + 1.2PO 0.375 + -1.2FLT -12.949 + 1.2FLL + -1.2WLX 0.029 1.2LL + 1.2PO 0.375 + 1.2FLT -12.949 + -1.2FLL + -1.2WLX 0.029 1.2LL + 1.2PO 0.375 + -1.2FLT -12.949 + -1.2FLL + -1.2WLX 0.029 1.2LL + 1.2PO 0.375 + 1.2FLT -10.455 + 1.2FLL + 1.2WLZ 0.023 1.2LL + 1.2PO 0.375 + -1.2FLT -10.455 + 1.2FLL + 1.2WLZ 0.023 1.2LL + 1.2PO 0.375 + 1.2FLT -10.455 + -1.2FLL + 1.2WLZ 0.023 1.2LL + 1.2PO 0.375 + -1.2FLT -10.455 + -1.2FLL + 1.2WLZ 0.023 1.2LL + 1.2PO 0.375 + 1.2FLT -14.654 + 1.2FLL + -1.2WLZ 0.033 1.2LL + 1.2PO 0.375 + -1.2FLT -14.654 + 1.2FLL + -1.2WLZ 0.033 1.2LL + 1.2PO 0.375 + 1.2FLT -14.654 + -1.2FLL + -1.2WLZ 0.033 1.2LL + 1.2PO 0.375 + -1.2FLT -14.654 + -1.2FLL + -1.2WLZ 0.033 LL + 1.2PO 0.375 + 1.2FLT + -13.08 1.2FLL + EQX 0.029 LL + 1.2PO 0.375 + -1.2FLT +-13.08 1.2FLL + EQX0.029 LL + 1.2PO 0.375 + 1.2FLT + -13.08 -1.2FLL + EQX0.029 LL + 1.2PO 0.375 + -1.2FLT +-13.08 -1.2FLL + EQX0.029 LL + 1.2PO 0.375 + 1.2FLT +-13.021 1.2FLL + -1EQX 0.029 LL + 1.2PO 0.375 + -1.2FLT -13.021 + 1.2FLL + -1EQX 0.029 LL + 1.2PO 0.375 + 1.2FLT +-13.021 -1.2FLL + -1EQX 0.029 LL + 1.2PO 0.375 + -1.2FLT -13.021 + -1.2FLL + -1EQX 0.029 LL + 1.2PO 0.375 + 1.2FLT +-12.455 1.2FLL + EQZ 0.028 LL + 1.2PO 0.375 + -1.2FLT -12.455 + 1.2FLL + EQZ0.028 LL + 1.2PO 0.375 + 1.2FLT +-12.455 -1.2FLL + EQZ0.028 LL + 1.2PO 0.375 + -1.2FLT -12.455 + -1.2FLL + EQZ0.028 LL + 1.2PO 0.375 + 1.2FLT +-13.495 1.2FLL + -1EQZ0.03 LL + 1.2PO 0.375 + -1.2FLT -13.495 + 1.2FLL + -1EQZ0.03 LL + 1.2PO 0.375 + 1.2FLT +-13.495 -1.2FLL + -1EQZ0.03 LL + 1.2PO 0.375 + -1.2FLT -13.495 + -1.2FLL + -1EQZ 0.03 1.4PT 0.375 -14.892 0.033 1.2PT + 0.72WLX 0.375 -12.83 0.029 1.2PT + -0.72WLX 0.375 -12.699 0.028 1.2PT + 0.72WLZ 0.375 -11.219 0.025 1.2PT + -0.72WLZ 0.375 -13.682 0.03
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501
0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375
-15.268 -15.384 -15.15 -12.247 -17.165 -15.226 -15.226 -15.226 -15.226 -15.226 -13.151 -13.151 -13.151 -13.151 -12.949 -12.949 -12.949 -12.949 -10.455 -10.455 -10.455 -10.455 -14.654 -14.654 -14.654 -14.654 -13.08 -13.08 -13.08 -13.08 -13.021 -13.021 -13.021 -13.021 -12.455 -12.455 -12.455 -12.455 -13.495 -13.495 -13.495 -13.495 -14.892 -12.83 -12.699 -11.219 -13.682
0.034 0.034 0.034 0.027 0.038 0.034 0.034 0.034 0.034 0.034 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.023 0.023 0.023 0.023 0.033 0.033 0.033 0.033 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.028 0.028 0.028 0.028 0.03 0.03 0.03 0.03 0.033 0.029 0.028 0.025 0.03
0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501
0.075 1.425 0.075 0.075 1.425 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075
1.011 -0.768 1.254 5.568 -5.568 1.913 1.913 1.913 1.913 1.913 1.432 1.432 1.432 1.432 1.848 1.848 1.848
0.002 0.002 0.003 0.012 0.012 0.004 0.004 0.004 0.004 0.004 0.003 0.003 0.003 0.003 0.004 0.004 0.004
0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501
BEAM SHEAR STRESS - Z DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + +
1.4PE 1.4PE 1.4PE 1.4PE 1.4PE 1.6LL 1.6LL 1.6LL 1.6LL 1.6LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL
+ + + + + + + + + + + + + + + +
0.075 1.4WLX 1.425 -1.4WLX 0.075 1.4WLZ 0.075 -1.4WLZ 1.425 1.4PO 0.075 1.4PO 0.075 + 1.4PO 0.075 + 1.4PO 0.075 + 1.4PO 0.075 + 1.2PO 0.075 + 1.2PO 0.075 + 1.2PO 0.075 + 1.2PO 0.075 + 1.2PO 0.075 + 1.2PO 0.075 + 1.2PO 0.075 +
Shear Crit Sect kN
Shear Stress N/sq mm
1.011 0.002 -0.768 0.002 1.254 0.003 5.568 0.012 -5.568 0.012 1.913 0.004 1.6FLT 1.913 + 1.6FLL 0.004 -1.6FLT1.913 + 1.6FLL 0.004 1.6FLT 1.913 + -1.6FLL 0.004 -1.6FLT1.913 + -1.6FLL 0.004 1.2FLT 1.432 + 1.2FLL + 1.2WLX 0.003 -1.2FLT1.432 + 1.2FLL + 1.2WLX 0.003 1.2FLT 1.432 + -1.2FLL + 1.2WLX 0.003 -1.2FLT1.432 + -1.2FLL + 1.2WLX 0.003 1.2FLT 1.848 + 1.2FLL + -1.2WLX 0.004 -1.2FLT1.848 + 1.2FLL + -1.2WLX 0.004 1.2FLT 1.848 + -1.2FLL + -1.2WLX 0.004
Page 66 of 133
DETAIL REPORT FOR F4 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2LL + 1.2PO 0.075 + -1.2FLT1.848 + -1.2FLL + -1.2WLX 0.004 1.2LL + 1.2PO 0.075 + 1.2FLT 5.707 + 1.2FLL + 1.2WLZ 0.013 1.2LL + 1.2PO 0.075 + -1.2FLT5.707 + 1.2FLL + 1.2WLZ 0.013 1.2LL + 1.2PO 0.075 + 1.2FLT 5.707 + -1.2FLL + 1.2WLZ 0.013 1.2LL + 1.2PO 0.075 + -1.2FLT5.707 + -1.2FLL + 1.2WLZ 0.013 1.2LL + 1.2PO 1.425 + 1.2FLT-4.106 + 1.2FLL + -1.2WLZ 0.009 1.2LL + 1.2PO 1.425 + -1.2FLT-4.106 + 1.2FLL + -1.2WLZ 0.009 1.2LL + 1.2PO 1.425 + 1.2FLT-4.106 + -1.2FLL + -1.2WLZ 0.009 1.2LL + 1.2PO 1.425 + -1.2FLT-4.106 + -1.2FLL + -1.2WLZ 0.009 LL + 1.2PO 0.075 + 1.2FLT + 1.578 1.2FLL + EQX 0.004 LL + 1.2PO 0.075 + -1.2FLT + 1.578 1.2FLL + EQX0.004 LL + 1.2PO 0.075 + 1.2FLT + 1.578 -1.2FLL + EQX0.004 LL + 1.2PO 0.075 + -1.2FLT + 1.578 -1.2FLL + EQX0.004 LL + 1.2PO 0.075 + 1.2FLT + 1.701 1.2FLL + -1EQX 0.004 LL + 1.2PO 0.075 + -1.2FLT + 1.701 1.2FLL + -1EQX 0.004 LL + 1.2PO 0.075 + 1.2FLT + 1.701 -1.2FLL + -1EQX 0.004 LL + 1.2PO 0.075 + -1.2FLT + 1.701 -1.2FLL + -1EQX 0.004 LL + 1.2PO 0.075 + 1.2FLT + 3.219 1.2FLL + EQZ 0.007 LL + 1.2PO 0.075 + -1.2FLT + 3.219 1.2FLL + EQZ0.007 LL + 1.2PO 0.075 + 1.2FLT + 3.219 -1.2FLL + EQZ0.007 LL + 1.2PO 0.075 + -1.2FLT + 3.219 -1.2FLL + EQZ0.007 LL + 1.2PO 1.425 + 1.2FLT + -1.809 1.2FLL + -1EQZ 0.004 LL + 1.2PO 1.425 + -1.2FLT +-1.809 1.2FLL + -1EQZ 0.004 LL + 1.2PO 1.425 + 1.2FLT + -1.809 -1.2FLL + -1EQZ 0.004 LL + 1.2PO 1.425 + -1.2FLT +-1.809 -1.2FLL + -1EQZ 0.004 1.4PT 0.075 1.007 0.002 1.2PT + 0.72WLX 1.425 -0.738 0.002 1.2PT + -0.72WLX 1.425 -0.988 0.002 1.2PT + 0.72WLZ 0.075 3.189 0.007 1.2PT + -0.72WLZ 1.425 -3.189 0.007
0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501
0.075 0.075 0.075 0.075 0.075 1.425 1.425 1.425 1.425 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 1.425 1.425 1.425 1.425 0.075 1.425 1.425 0.075 1.425
1.848 5.707 5.707 5.707 5.707 -4.106 -4.106 -4.106 -4.106 1.578 1.578 1.578 1.578 1.701 1.701 1.701 1.701 3.219 3.219 3.219 3.219 -1.809 -1.809 -1.809 -1.809 1.007 -0.738 -0.988 3.189 -3.189
0.004 0.013 0.013 0.013 0.013 0.009 0.009 0.009 0.009 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.007 0.007 0.007 0.007 0.004 0.004 0.004 0.004 0.002 0.002 0.002 0.007 0.007
0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501 0.501
Page 67 of 133
DETAIL REPORT FOR F4 ALLOWABLE BEAM SHEAR STRESS - X DIRECTION - FACTORED LOAD COMBINATION 1 AT A CRITICAL SECTION Concrete comp strength = Approx effective depth = Footing width = Footing thickness = Shear strength reduction factor = Critical section location = Footing steel area = Footing steel ratio percent = Reinft partial safety factor = Allowable shear stress =
fc' = 40 N/sq mm d= 300 mm Lz = 1.5 m Df = 0.4 m f= 0.8 l= 0.375 m As = 1131 sq mm Rw = 100*As/bvd = 0.251 Ym = 1.25 0.79*((100*As/bv*d)^(1/3))*((400/d)^(1/4))*((fc'/25)^(1/3))/Ym 0.501 N/sq mm = fvc =
Note: Allowable shear stress with enhancement may apply depending on the shear section location.
Page 68 of 133
Dimensional Solutions Mat3D Foundation Name Designed By:
Version F5 LITWIN PEL
5.8.0
Engineer
MCA
Date Time Checker
9/11/2012 9:59:28 AM VBE
Filename:
DETAIL REPORT FOR F5 PROJECT INFORMATION Project Name: Project Number: Client: Project Location Foundation Description
DESIGN CODE
PWRI UPGRADE AT BAB CL-5, CL-15, CL-16 P11452 ADCO ABU DHABI F5
BSI 8110 - 1997
INPUT UNITS
SI
CONCRETE PARAMETERS: Compressive Strength (N/sq mm) Unit Weight (kN/cu m) Pier Concrete Cover - X Dir (mm) Pier Concrete Cover - Z Dir (mm) Footing Side Concrete Cover - X Dir (mm) Footing Side Concrete Cover - Z Dir (mm) Footing Top Concrete Cover (mm) Footing Bottom Concrete Cover - X Dir (mm)
OUTPUT UNITS
REINFORCING STEEL PARAMETERS: 40 24 75 75 75 75 75 75
Yield Strength (N/sq mm) Unit Weight (kN/cu m) Modulus of Elasticity (kN/sq mm) Pier Min Rebar Spacing (mm) Footing Min Rebar Spacing (mm) Footing Max Rebar Spacing (mm)
SOIL PARAMETERS:
REBAR PARAMETERS:
Unit Weight (kN/cu m) 18 Allowable Net Bearing Capacity (kN/sq m) 150 Bearing Capacity Method Linear Soil Pressure Soil Type Granular ive Pressure Coefficient Kp 3 Soil To Concrete Friction f 0.3 Allowable Increase in Soil Pressure due to Short Term Loads (%) Wind 0 Earthquake 0 Test Min Stability Ratio 1.5 Safety Factor against Lateral Forces 1.5
Max Long Bar Size Min Long Bar Size Max Tie Bar Size Min Tie Bar Size Max Ftg Bar Size Min Ftg Bar Size Temp & Shrinkage Steel Ratio
MINIMUM FOUNDATION CRITERIA: Depth of Footing Below Grade (mm) Minimum Soil Cover (mm) Grade Elevation (mm)
SI
460 78 200 100 100 300
20 16 12 10 25 10 0.0018
0
BUOYANCY CRITERIA: 1200 700 100
Consider Buoyancy: Consider soil for buoyancy: Water table below grade (mm)
No No 3000
Page 69 of 133
DETAIL REPORT FOR F5 APPLIED LOADS P1 Load Case
1 - Dead 2 - DL 3 - LL 4 - PE 5 - PO 6 - PT 7 - FLT 8 - FLL 9 - WLX 10 - WLZ 11 - EQX 12 - EQZ
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 0.00 8.88 12.09 8.70 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.43 -7.05 0.41 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 -0.12 3.63 -0.12 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 70 of 133
DETAIL REPORT FOR F5 UNFACTORED (ALLOWABLE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
1 - Dead + DL + PE 0.00 2 - Dead + DL + PE + WLX 0.00 3 - Dead + DL + PE + -1WLX 0.00 4 - Dead + DL + PE + WLZ 0.00 5 - Dead + DL + PE + -1WLZ 0.00 6 - Dead + DL + LL + PO 8.88 7 - Dead + DL + LL + PO + FLT + FLL 17.58 8 - Dead + DL + LL + PO + -1FLT + FLL 0.19 9 - Dead + DL + LL + PO + FLT + -1FLL 17.58 10 - Dead + DL + LL + PO + -1FLT + -1FLL 0.19 11 - Dead + DL + LL + PO + FLT + FLL + WLX 17.58 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 0.19 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 17.58 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 0.19 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 17.58 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 0.19 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 17.58 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 0.19 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 17.58 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 0.19 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 17.58 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 0.19 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 17.58 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 0.19 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 17.58 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 0.19 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 17.58 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 0.19 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 17.58 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX 0.19 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 17.58 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 0.19 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 17.58 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX 0.19 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 17.58 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 0.19 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 17.58 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 0.19 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 17.58 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 0.19 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 17.58 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ 0.19 43 - Dead + DL + PT 12.09 44 - Dead + DL + PT + 0.6WLX 12.09 45 - Dead + DL + PT + -0.6WLX 12.09 46 - Dead + DL + PT + 0.6WLZ 12.09 47 - Dead + DL + PT + -0.6WLZ 12.09
0.00 0.00 0.00 0.00 0.00 0.43 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 0.84 0.03 -7.05 -7.05 -7.05 -7.05 -7.05
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 -0.12 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 -0.24 -0.01 3.63 3.63 3.63 3.63 3.63
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 71 of 133
DETAIL REPORT FOR F5 FACTORED (ULTIMATE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
1 - 1.4Dead + 1.4DL + 1.4PE 0.00 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.00 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.00 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.00 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.00 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 12.43 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 26.35 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL -1.48 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 26.35 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL -1.48 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL21.09 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.22 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL21.09 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.22 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL21.09 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.22 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL21.09 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.22 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL21.09 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.22 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL21.09 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.22 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL21.09 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.22 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL21.09 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.22 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 21.09 EQX 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.22 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +21.09 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.22 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 21.09 -1EQX 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.22 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +21.09 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.22 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 21.09 EQZ 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.22 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +21.09 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.22 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 21.09 -1EQZ 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.22 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +21.09 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.22 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 16.93 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 14.51 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 14.51 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 14.51 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 14.51
0.00 0.00 0.00 0.00 0.00 0.60 1.25 -0.05 1.25 -0.05 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 1.00 0.03 -9.87 -8.46 -8.46 -8.46 -8.46
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 -0.17 -0.35 0.01 -0.35 0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 -0.28 -0.01 5.08 4.35 4.35 4.35 4.35
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 72 of 133
DETAIL REPORT FOR F5 BEARING CAPACITY - LINEAR SOIL PRESSURE METHOD Load Comb
Max Pressure (kN/sq m)
All Pressure (kN/sq m)
Ecc Z Dir (cm)
Ecc X Dir (cm)
Moment Z axis (kN-m)
Moment X axis (kN-m)
1 - Dead + DL + PE 25.03 2 - Dead + DL + PE + WLX 25.03 3 - Dead + DL + PE + -1WLX 25.03 4 - Dead + DL + PE + WLZ 25.03 5 - Dead + DL + PE + -1WLZ 25.03 6 - Dead + DL + LL + PO 38.55 7 - Dead + DL + LL + PO + FLT + FLL 51.61 8 - Dead + DL + LL + PO + -1FLT + FLL 25.43 9 - Dead + DL + LL + PO + FLT + -1FLL 51.61 10 - Dead + DL + LL + PO + -1FLT + -1FLL 25.43 11 - Dead + DL + LL + PO + FLT + FLL + WLX 51.61 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 25.43 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 51.61 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 25.43 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 51.61 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 25.43 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 51.61 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 25.43 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 51.61 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 25.43 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 51.61 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 25.43 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 51.61 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 25.43 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 51.61 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 25.43 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 51.61 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 25.43 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 51.61 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX25.43 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 51.61 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 25.43 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 51.61 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX25.43 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 51.61 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 25.43 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 51.61 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 25.43 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 51.61 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 25.43 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 51.61 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ25.43 43 - Dead + DL + PT 158.80 44 - Dead + DL + PT + 0.6WLX 158.80 45 - Dead + DL + PT + -0.6WLX 158.80 46 - Dead + DL + PT + 0.6WLZ 158.80 47 - Dead + DL + PT + -0.6WLZ 158.80
171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60
0.00 0.00 0.00 0.00 0.00 0.50 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 0.78 0.00 13.68 13.68 13.68 13.68 13.68
0.00 0.00 0.00 0.00 0.00 1.78 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 2.74 0.14 26.59 26.59 26.59 26.59 26.59
0.00 0.00 0.00 0.00 0.00 0.60 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 1.17 0.03 9.87 9.87 9.87 9.87 9.87
0.00 0.00 0.00 0.00 0.00 0.17 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.33 0.00 5.08 5.08 5.08 5.08 5.08
Rem
Page 73 of 133
DETAIL REPORT FOR F5 STABILITY RATIO / SLIDING SAFETY FACTOR Load Comb
S.R. Z Dir
S.R. X Dir
All S.R.
Sliding FS - Z
Sliding FS - X
All FS
1 - Dead + DL + PE 100.00 2 - Dead + DL + PE + WLX 100.00 3 - Dead + DL + PE + -1WLX 100.00 4 - Dead + DL + PE + WLZ 100.00 5 - Dead + DL + PE + -1WLZ 100.00 6 - Dead + DL + LL + PO 99.28 7 - Dead + DL + LL + PO + FLT + FLL 64.21 8 - Dead + DL + LL + PO + -1FLT + FLL 100.00 9 - Dead + DL + LL + PO + FLT + -1FLL 64.21 10 - Dead + DL + LL + PO + -1FLT + -1FLL 100.00 11 - Dead + DL + LL + PO + FLT + FLL + WLX 64.21 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 100.00 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 64.21 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 100.00 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 64.21 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 100.00 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 64.21 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 100.00 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 64.21 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 100.00 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 64.21 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 100.00 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 64.21 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 100.00 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 64.21 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 100.00 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 64.21 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 100.00 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 64.21 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX100.00 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 64.21 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX100.00 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 64.21 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX 100.00 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 64.21 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 100.00 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 64.21 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ100.00 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 64.21 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 100.00 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 64.21 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ 100.00 43 - Dead + DL + PT 3.66 44 - Dead + DL + PT + 0.6WLX 3.66 45 - Dead + DL + PT + -0.6WLX 3.66 46 - Dead + DL + PT + 0.6WLZ 3.66 47 - Dead + DL + PT + -0.6WLZ 3.66
100.00 100.00 100.00 100.00 100.00 28.17 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 18.22 100.00 1.88 1.88 1.88 1.88 1.88
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 7.76 7.76 7.76 7.76 7.76
100.00 100.00 100.00 100.00 100.00 63.22 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 35.68 100.00 3.99 3.99 3.99 3.99 3.99
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
Remarks
Page 74 of 133
DETAIL REPORT FOR F5 FOOTING DESIGN INFORMATION X Dim (mm) Z Dim (mm) Thickness (mm)
1000.00 1000.00 300.00
Top Steel Governing Combination
43. 1.4Dead + 1.4DL + 1.4PT 43. 1.4Dead + 1.4DL + 1.4PT
No of Bars
9 9
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
Moment (kN m/m)
12 12
100 100
10.18 10.18
0.16 0.06
-1 -1
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
(kN m/m)
12 12
100 100
10.18 10.18
5.4 5.4
4 3
Rem
Direction
X Z
Bottom Steel Governing Combination
43. 1.4Dead + 1.4DL + 1.4PT 43. 1.4Dead + 1.4DL + 1.4PT
No of Bars
9 9
PUNCHING SHEAR P1 Control Comb
43. 1.4Dead + 1.4DL + 1.4PT
Net Ult Load (kN)
Punch. Stress (N/sq mm)
All Stress (N/sq mm)
42.22
0.00
0.70
Moment
Direction
X Z
Page 75 of 133
DETAIL REPORT FOR F5 MAXIMUM SHEAR - X DIRECTION Load Comb
Left Dist (m)
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
1 - 1.4Dead + 1.4DL + 1.4PE 0.10 0.59 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.10 0.59 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.10 0.59 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.10 0.59 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.10 0.59 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.90 -2.29 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.90 -4.17 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.10 0.48 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.90 -4.17 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.10 0.48 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.90 + 1.2WLX -3.37 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.90 + 1.2WLX -0.55 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.90 + 1.2WLX -3.37 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.90 + 1.2WLX -0.55 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.90 + -1.2WLX -3.37 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.90 + -1.2WLX -0.55 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.90 + -1.2WLX -3.37 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.90 + -1.2WLX -0.55 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.90 + 1.2WLZ -3.37 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.90 + 1.2WLZ -0.55 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.90 + 1.2WLZ -3.37 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.90 + 1.2WLZ -0.55 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.90 + -1.2WLZ -3.37 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.90 + -1.2WLZ -0.55 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.90 + -1.2WLZ -3.37 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.90 + -1.2WLZ -0.55 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 0.90 -3.37 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.90 EQX -0.55 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.90 EQX -3.37 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.90 EQX -0.55 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 0.90 -3.37 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.90 -1EQX -0.55 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.90 -1EQX -3.37 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.90 -1EQX -0.55 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 0.90 -3.37 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.90 EQZ -0.55 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.90 EQZ -3.37 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.90 EQZ -0.55 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 0.90 -3.37 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.90 -1EQZ -0.55 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.90 -1EQZ -3.37 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.90 -1EQZ -0.55 43 - 1.4Dead + 1.4DL + 1.4PT 0.10 10.83 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.10 9.29 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.10 9.29 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.10 9.29 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.10 9.29
0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.05 0.05 0.05 0.05 0.05
0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70
Rem
Page 76 of 133
DETAIL REPORT FOR F5 MAXIMUM SHEAR - Z DIRECTION Load Comb
Bottom Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 0.10 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.10 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.10 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.10 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.10 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.10 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.10 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.10 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.10 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.10 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.10 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.90 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.10 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.90 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.10 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.90 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.10 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.90 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.10 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.90 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.10 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.90 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.10 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.90 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.10 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.90 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 0.10 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.90 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.10 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.90 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 0.10 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.90 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.10 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.90 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 0.10 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.90 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.10 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.90 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 0.10 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.90 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.10 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.90 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 0.90 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.90 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.90 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.90 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.90
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
0.59 0.59 0.59 0.59 0.59 1.96 3.49 0.44 3.49 0.44 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 2.83 -0.53 -6.12 -5.25 -5.25 -5.25 -5.25
0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.00 0.02 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.03 0.03 0.03 0.03 0.03
0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70
Rem
Page 77 of 133
DETAIL REPORT FOR F5 PIER/BASE PLATE DESIGN INFORMATION X Dim (mm) Z Dim (mm) Height above grade (mm) X Offset (mm) Z Offset (mm) Requested Reinft. Ratio Provided Reinft. Ratio Long Bar Size (mm) Bars in X Dir Bars in Z Dir Total Long Bars Tie Bar Size (mm) Total No. of Ties Major Tie Spacing (mm)
P1 400.00 400.00 200.00 500.00 500.00 0.0018 0.0101 16 3 3 8 12 9 150
Page 78 of 133
DETAIL REPORT FOR F5 PIER ULTIMATE LOAD CAPACITIES
P1 Load Comb
Axial Load (kN)
Axial Capa. (kN)
Mom X
Mom X Capa (kN m)
Mom Z
(kN m)
(kN m)
Mom Z Capa (kN m)
1 - 1.4Dead + 1.4DL + 1.4PE 5.91 5.97 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 5.91 5.97 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 5.91 5.97 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 5.91 5.97 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 5.91 5.97 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 18.35 2664.18 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 32.26 2686.47 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 4.44 4.48 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 32.26 2686.47 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL4.44 4.48 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL26.16 + 1.2WLX 2686.47 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 5.29 + 1.2WLX 5.35 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL26.16 + 1.2WLX 2686.47 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL5.29 + 1.2WLX 5.35 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL26.16 + -1.2WLX 2686.47 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 5.29 + -1.2WLX 5.35 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL26.16 + -1.2WLX 2686.47 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL5.29 + -1.2WLX 5.35 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL26.16 + 1.2WLZ 2686.47 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 5.29 + 1.2WLZ 5.35 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL26.16 + 1.2WLZ 2686.47 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL5.29 + 1.2WLZ 5.35 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL26.16 + -1.2WLZ 2686.47 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 5.29 + -1.2WLZ 5.35 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL26.16 + -1.2WLZ 2686.47 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL5.29 + -1.2WLZ 5.35 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 26.16 EQX 2686.47 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 5.29 EQX 5.35 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +26.16 EQX 2686.47 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +5.29 EQX 5.35 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 26.16 -1EQX 2686.47 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 5.29 -1EQX 5.35 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +26.16 -1EQX 2686.47 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +5.29 -1EQX 5.35 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 26.16 EQZ 2686.47 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 5.29 EQZ 5.35 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +26.16 EQZ 2686.47 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +5.29 EQZ 5.35 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 26.16 -1EQZ 2686.47 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 5.29 -1EQZ 5.35 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +26.16 -1EQZ 2686.47 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +5.29 -1EQZ 5.35 43 - 1.4Dead + 1.4DL + 1.4PT 22.84 249.69 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 19.58 249.69 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 19.58 249.69 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 19.58 249.69 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 19.58 249.69
0.12 0.12 0.12 0.12 0.12 0.37 0.65 0.09 0.65 0.09 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 0.52 0.11 5.59 4.79 4.79 4.79 4.79
118.59 118.59 118.59 118.59 118.59 53.13 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 53.73 118.59 60.88 60.88 60.88 60.88 60.88
0.12 0.12 0.12 0.12 0.12 0.66 1.38 0.09 1.38 0.09 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 1.10 0.11 10.86 9.31 9.31 9.31 9.31
118.59 118.59 118.59 118.59 118.59 97.41 114.50 118.59 114.50 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 113.18 118.59 118.19 118.19 118.19 118.19 118.19
Rem
Page 79 of 133
DETAIL REPORT FOR F5
Page 80 of 133
DETAIL REPORT FOR F5 SELF WEIGHTS AND APPLIED EXTERNAL LOAD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Load Elem Weight kN
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
4.22 WLX 4.22 -1WLX 4.22 WLZ 4.22 -1WLZ 4.22 PO 4.22 PO + FLT + FLL 4.22 PO + -1FLT + FLL 4.22 PO + FLT + -1FLL 4.22 PO + -1FLT + -1FLL 4.22 PO + FLT + FLL + WLX 4.22 PO + -1FLT + FLL + WLX 4.22 PO + FLT + -1FLL + WLX 4.22 PO + -1FLT + -1FLL + WLX 4.22 PO + FLT + FLL + -1WLX 4.22 PO + -1FLT + FLL + -1WLX 4.22 PO + FLT + -1FLL + -1WLX 4.22 PO + -1FLT + -1FLL + -1WLX 4.22 PO + FLT + FLL + WLZ 4.22 PO + -1FLT + FLL + WLZ4.22 PO + FLT + -1FLL + WLZ4.22 PO + -1FLT + -1FLL + WLZ 4.22 PO + FLT + FLL + -1WLZ4.22 PO + -1FLT + FLL + -1WLZ 4.22 PO + FLT + -1FLL + -1WLZ 4.22 PO + -1FLT + -1FLL + -1WLZ 4.22 PO + FLT + FLL + 0.715EQX 4.22 PO + -1FLT + FLL + 0.715EQX 4.22 PO + FLT + -1FLL + 0.715EQX 4.22 PO + -1FLT + -1FLL + 0.715EQX 4.22 PO + FLT + FLL + -0.715EQX 4.22 PO + -1FLT + FLL + -0.715EQX 4.22 PO + FLT + -1FLL + -0.715EQX 4.22 PO + -1FLT + -1FLL + -0.715EQX 4.22 PO + FLT + FLL + 0.715EQZ 4.22 PO + -1FLT + FLL + 0.715EQZ 4.22 PO + FLT + -1FLL + 0.715EQZ 4.22 PO + -1FLT + -1FLL + 0.715EQZ 4.22 PO + FLT + FLL + -0.715EQZ 4.22 PO + -1FLT + FLL + -0.715EQZ 4.22 PO + FLT + -1FLL + -0.715EQZ 4.22 PO + -1FLT + -1FLL + -0.715EQZ 4.22 4.22 0.6WLX 4.22 -0.6WLX 4.22 0.6WLZ 4.22 -0.6WLZ 4.22
Soil Weight kN
Mat Weight kN
App Axial Load kN
Tot Axial Load kN
Buoyant Load kN
13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61 13.61
7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2
0 0 0 0 0 8.88 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 17.58 0.19 12.09 12.09 12.09 12.09 12.09
25.03 25.03 25.03 25.03 25.03 33.91 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 42.61 25.22 37.12 37.12 37.12 37.12 37.12
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page 81 of 133
DETAIL REPORT FOR F5 SOIL BEARING RESULTS - LINEAR SOIL PRESSURE METHOD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Max Bearing kN/sq m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
25.032 WLX 25.032 -1WLX 25.032 WLZ 25.032 -1WLZ 25.032 PO 38.551 PO + FLT + FLL 51.614 PO + -1FLT + FLL 25.429 PO + FLT + -1FLL 51.614 PO + -1FLT + -1FLL 25.429 PO + FLT + FLL + WLX 51.614 PO + -1FLT + FLL + WLX 25.429 PO + FLT + -1FLL + WLX 51.614 PO + -1FLT + -1FLL + 25.429 WLX PO + FLT + FLL + -1WLX 51.614 PO + -1FLT + FLL + -1WLX 25.429 PO + FLT + -1FLL + -1WLX 51.614 PO + -1FLT + -1FLL + 25.429 -1WLX PO + FLT + FLL + WLZ 51.614 PO + -1FLT + FLL + WLZ 25.429 PO + FLT + -1FLL + WLZ 51.614 PO + -1FLT + -1FLL + 25.429 WLZ PO + FLT + FLL + -1WLZ 51.614 PO + -1FLT + FLL + -1WLZ 25.429 PO + FLT + -1FLL + -1WLZ 51.614 PO + -1FLT + -1FLL + 25.429 -1WLZ PO + FLT + FLL + 0.715EQX 51.614 PO + -1FLT + FLL + 0.715EQX 25.429 PO + FLT + -1FLL + 0.715EQX 51.614 PO + -1FLT + -1FLL + 25.429 0.715EQX PO + FLT + FLL + -0.715EQX 51.614 PO + -1FLT + FLL + -0.715EQX 25.429 PO + FLT + -1FLL + -0.715EQX 51.614 PO + -1FLT + -1FLL + 25.429 -0.715EQX PO + FLT + FLL + 0.715EQZ 51.614 PO + -1FLT + FLL + 0.715EQZ 25.429 PO + FLT + -1FLL + 0.715EQZ 51.614 PO + -1FLT + -1FLL + 25.429 0.715EQZ PO + FLT + FLL + -0.715EQZ 51.614 PO + -1FLT + FLL + -0.715EQZ 25.429 PO + FLT + -1FLL + -0.715EQZ 51.614 PO + -1FLT + -1FLL + 25.429 -0.715EQZ 158.801 0.6WLX 158.801 -0.6WLX 158.801 0.6WLZ 158.801 -0.6WLZ 158.801
Min Bearing kN/sq m
X Comp Len m
Z Comp Len m
Area in Comp sq m
% in Comp
25.032 25.032 25.032 25.032 25.032 29.277 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 33.604 25.009 0 0 0 0 0
1 1 1 1 1 5.337 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 3.679 1 0.91 0.91 0.91 0.91 0.91
1 1 1 1 1 18.809 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 12.963 1 1.651 1.651 1.651 1.651 1.651
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.681 0.681 0.681 0.681 0.681
100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 68.095 68.095 68.095 68.095 68.095
BEARING PRESSURE CALCULATION FOR UNFACTORED LOAD COMBINATION 47 Eccentricity condition: Eccentricity - Z direction = Eccentricity - X direction = Total Axial Load = Footing length = Footing width = Mat Area A = Soil overburden = Gross bearing pressure = Net soil bearing =
Biaxial eccentricity Ecc,z = Ecc,x = P= Lx = Lz = Lx * Lz = S= Gbp = Solved by trial and error method Nbp = Gbp - S =
136.787 265.88 37.12 1 1 1 21.6 158.801 137.201
mm mm kN m m sq m kN/sq m kN/sq m kN/sq m
Page 82 of 133
DETAIL REPORT FOR F5 STABILITY RATIO CALCULATIONS No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Overturn Mom - X kNm
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
0 WLX 0 -1WLX 0 WLZ 0 -1WLZ 0 PO 0.602 PO + FLT + FLL 1.169 PO + -1FLT + FLL 0.035 PO + FLT + -1FLL 1.169 PO + -1FLT + -1FLL 0.035 PO + FLT + FLL + WLX1.169 PO + -1FLT + FLL + WLX 0.035 PO + FLT + -1FLL + WLX 1.169 PO + -1FLT + -1FLL + WLX 0.035 PO + FLT + FLL + -1WLX 1.169 PO + -1FLT + FLL + -1WLX 0.035 PO + FLT + -1FLL + -1WLX 1.169 PO + -1FLT + -1FLL + -1WLX 0.035 PO + FLT + FLL + WLZ1.169 PO + -1FLT + FLL + WLZ 0.035 PO + FLT + -1FLL + WLZ 1.169 PO + -1FLT + -1FLL + WLZ 0.035 PO + FLT + FLL + -1WLZ 1.169 PO + -1FLT + FLL + -1WLZ 0.035 PO + FLT + -1FLL + -1WLZ 1.169 PO + -1FLT + -1FLL + -1WLZ 0.035 PO + FLT + FLL + 0.715EQX 1.169 PO + -1FLT + FLL + 0.715EQX 0.035 PO + FLT + -1FLL + 0.715EQX 1.169 PO + -1FLT + -1FLL + 0.715EQX 0.035 PO + FLT + FLL + -0.715EQX 1.169 PO + -1FLT + FLL + -0.715EQX 0.035 PO + FLT + -1FLL + -0.715EQX 1.169 PO + -1FLT + -1FLL + -0.715EQX 0.035 PO + FLT + FLL + 0.715EQZ 1.169 PO + -1FLT + FLL + 0.715EQZ 0.035 PO + FLT + -1FLL + 0.715EQZ 1.169 PO + -1FLT + -1FLL + 0.715EQZ 0.035 PO + FLT + FLL + -0.715EQZ 1.169 PO + -1FLT + FLL + -0.715EQZ 0.035 PO + FLT + -1FLL + -0.715EQZ 1.169 PO + -1FLT + -1FLL + -0.715EQZ 0.035 9.87 0.6WLX 9.87 -0.6WLX 9.87 0.6WLZ 9.87 -0.6WLZ 9.87
Resist Mom - X kNm
SRx
Overturn Mom - Z kNm
Resist Mom - Z kNm
SRz
12.516 12.516 12.516 12.516 12.516 16.957 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 18.561 18.561 18.561 18.561 18.561
100 100 100 100 100 28.168 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 18.225 100 1.881 1.881 1.881 1.881 1.881
0 0 0 0 0 0.171 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 0.332 0 5.078 5.078 5.078 5.078 5.078
12.516 12.516 12.516 12.516 12.516 16.957 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 21.305 12.61 18.561 18.561 18.561 18.561 18.561
100 100 100 100 100 99.28 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 64.209 100 3.655 3.655 3.655 3.655 3.655
Note: Stability ratio values greater than 100 are displayed as 100.
Page 83 of 133
DETAIL REPORT FOR F5 SLIDING RESISTANCE CALCULATION - X DIRECTION - UNFACTORED LOAD COMBINATION 47 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lz = Lx = h= h1 = Y= Yh1 =
1 1 0.3 0.9 18 16.2
m m m m kN/cu m kN/sq m
p2 =
Y(h + h1) =
21.6
kN/sq m
R1 =
0.5*Lz*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
5.67 3 0.3 37.12 17.01 11.136 28.146 7.05 3.992
kN
R2 = R3 = R= FS,slid =
kN kN kN kN kN
Note: Sliding factor of safety value greater than 100 is displayed as 100.
SLIDING RESISTANCE CALCULATION - Z DIRECTION - UNFACTORED LOAD COMBINATION 47 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lx = Lz = h= h1 = Y= Yh1 =
1 1 0.3 0.9 18 16.2
m m m m kN/cu m kN/sq m
p2 =
Y(h + h1) =
21.6
kN/sq m
R1 =
0.5*Lx*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
5.67 3 0.3 37.12 17.01 11.136 28.146 3.627 7.76
kN
R2 = R3 = R= FS,slid =
Note: Sliding factor of safety value greater than 100 is displayed as 100.
FACTORED LOADS - SOIL BEARING VALUES No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Max X Bearing kN/sq m
Min X Bearing kN/sq m
1.4PE 35.045 35.045 1.4PE + 1.4WLX 35.045 35.045 1.4PE + -1.4WLX 35.045 35.045 1.4PE + 1.4WLZ 35.045 35.045 1.4PE + -1.4WLZ 35.045 35.045 1.6LL + 1.4PO 52.536 42.423 1.6LL + 1.4PO + 1.6FLT71.892 + 1.6FLL 50.892 1.6LL + 1.4PO + -1.6FLT 33.954 + 1.6FLL 33.181 1.6LL + 1.4PO + 1.6FLT71.892 + -1.6FLL 50.892 1.6LL + 1.4PO + -1.6FLT 33.954 + -1.6FLL 33.181 1.2LL + 1.2PO + 1.2FLT59.548 + 1.2FLL + 1.2WLX 42.714 1.2LL + 1.2PO + -1.2FLT 30.515 + 1.2FLL + 1.2WLX 30.011 1.2LL + 1.2PO + 1.2FLT59.548 + -1.2FLL + 1.2WLX 42.714 1.2LL + 1.2PO + -1.2FLT 30.515 + -1.2FLL + 30.011 1.2WLX 1.2LL + 1.2PO + 1.2FLT59.548 + 1.2FLL + -1.2WLX 42.714 1.2LL + 1.2PO + -1.2FLT 30.515 + 1.2FLL + -1.2WLX 30.011 1.2LL + 1.2PO + 1.2FLT59.548 + -1.2FLL + -1.2WLX 42.714 1.2LL + 1.2PO + -1.2FLT 30.515 + -1.2FLL + 30.011 -1.2WLX 1.2LL + 1.2PO + 1.2FLT59.548 + 1.2FLL + 1.2WLZ 42.714 1.2LL + 1.2PO + -1.2FLT 30.515 + 1.2FLL + 1.2WLZ 30.011 1.2LL + 1.2PO + 1.2FLT59.548 + -1.2FLL + 1.2WLZ 42.714 1.2LL + 1.2PO + -1.2FLT 30.515 + -1.2FLL + 30.011 1.2WLZ 1.2LL + 1.2PO + 1.2FLT59.548 + 1.2FLL + -1.2WLZ 42.714 1.2LL + 1.2PO + -1.2FLT 30.515 + 1.2FLL + -1.2WLZ 30.011 1.2LL + 1.2PO + 1.2FLT59.548 + -1.2FLL + -1.2WLZ 42.714 1.2LL + 1.2PO + -1.2FLT 30.515 + -1.2FLL + 30.011 -1.2WLZ LL + 1.2PO + 1.2FLT +59.548 1.2FLL + EQX42.714 LL + 1.2PO + -1.2FLT +30.515 1.2FLL + EQX 30.011 LL + 1.2PO + 1.2FLT +59.548 -1.2FLL + EQX 42.714
Max Z Bearing kN/sq m
Min Z Bearing kN/sq m
35.045 35.045 35.045 35.045 35.045 48.914 64.372 33.568 64.372 33.568 53.52 30.263 53.52 30.263 53.52 30.263 53.52 30.263 53.52 30.263 53.52 30.263 53.52 30.263 53.52 30.263 53.52 30.263 53.52
35.045 35.045 35.045 35.045 35.045 46.045 58.411 33.568 58.411 33.568 48.742 30.263 48.742 30.263 48.742 30.263 48.742 30.263 48.742 30.263 48.742 30.263 48.742 30.263 48.742 30.263 48.742 30.263 48.742
kN kN kN kN kN
Page 84 of 133
DETAIL REPORT FOR F5 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + +
LL + 1.2PO + -1.2FLT +30.515 -1.2FLL + EQX 30.011 LL + 1.2PO + 1.2FLT +59.548 1.2FLL + -1EQX 42.714 LL + 1.2PO + -1.2FLT +30.515 1.2FLL + -1EQX 30.011 LL + 1.2PO + 1.2FLT +59.548 -1.2FLL + -1EQX 42.714 LL + 1.2PO + -1.2FLT +30.515 -1.2FLL + -1EQX 30.011 LL + 1.2PO + 1.2FLT +59.548 1.2FLL + EQZ42.714 LL + 1.2PO + -1.2FLT +30.515 1.2FLL + EQZ 30.011 LL + 1.2PO + 1.2FLT +59.548 -1.2FLL + EQZ 42.714 LL + 1.2PO + -1.2FLT +30.515 -1.2FLL + EQZ 30.011 LL + 1.2PO + 1.2FLT +59.548 1.2FLL + -1EQZ 42.714 LL + 1.2PO + -1.2FLT +30.515 1.2FLL + -1EQZ 30.011 LL + 1.2PO + 1.2FLT +59.548 -1.2FLL + -1EQZ 42.714 LL + 1.2PO + -1.2FLT +30.515 -1.2FLL + -1EQZ 30.011 1.4PT 147.989 0 1.2PT + 0.72WLX 126.848 0 1.2PT + -0.72WLX 126.848 0 1.2PT + 0.72WLZ 126.848 0 1.2PT + -0.72WLZ 126.848 0
30.263 53.52 30.263 53.52 30.263 53.52 30.263 53.52 30.263 53.52 30.263 53.52 30.263 94.624 81.107 81.107 81.107 81.107
30.263 48.742 30.263 48.742 30.263 48.742 30.263 48.742 30.263 48.742 30.263 48.742 30.263 9.317 7.986 7.986 7.986 7.986
Page 85 of 133
DETAIL REPORT FOR F5 BEAM SHEAR STRESS - X DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Shear Crit Sect kN
Shear Stress N/sq mm
1.4PE 0.1 0.591 0.003 1.4PE + 1.4WLX 0.1 0.591 0.003 1.4PE + -1.4WLX 0.1 0.591 0.003 1.4PE + 1.4WLZ 0.1 0.591 0.003 1.4PE + -1.4WLZ 0.1 0.591 0.003 1.6LL + 1.4PO0.9 -2.29 0.011 1.6LL + 1.4PO0.9 + 1.6FLT-4.171 + 1.6FLL 0.021 1.6LL + 1.4PO0.1 + -1.6FLT0.478 + 1.6FLL 0.002 1.6LL + 1.4PO0.9 + 1.6FLT-4.171 + -1.6FLL 0.021 1.6LL + 1.4PO0.1 + -1.6FLT0.478 + -1.6FLL 0.002 1.2LL + 1.2PO0.9 + 1.2FLT-3.374 + 1.2FLL + 1.2WLX 0.017 1.2LL + 1.2PO0.9 + -1.2FLT-0.552 + 1.2FLL + 1.2WLX 0.003 1.2LL + 1.2PO0.9 + 1.2FLT-3.374 + -1.2FLL + 1.2WLX 0.017 1.2LL + 1.2PO0.9 + -1.2FLT-0.552 + -1.2FLL + 1.2WLX 0.003 1.2LL + 1.2PO0.9 + 1.2FLT-3.374 + 1.2FLL + -1.2WLX 0.017 1.2LL + 1.2PO0.9 + -1.2FLT-0.552 + 1.2FLL + -1.2WLX 0.003 1.2LL + 1.2PO0.9 + 1.2FLT-3.374 + -1.2FLL + -1.2WLX 0.017 1.2LL + 1.2PO0.9 + -1.2FLT-0.552 + -1.2FLL + -1.2WLX 0.003 1.2LL + 1.2PO0.9 + 1.2FLT-3.374 + 1.2FLL + 1.2WLZ 0.017 1.2LL + 1.2PO0.9 + -1.2FLT-0.552 + 1.2FLL + 1.2WLZ 0.003 1.2LL + 1.2PO0.9 + 1.2FLT-3.374 + -1.2FLL + 1.2WLZ 0.017 1.2LL + 1.2PO0.9 + -1.2FLT-0.552 + -1.2FLL + 1.2WLZ 0.003 1.2LL + 1.2PO0.9 + 1.2FLT-3.374 + 1.2FLL + -1.2WLZ 0.017 1.2LL + 1.2PO0.9 + -1.2FLT-0.552 + 1.2FLL + -1.2WLZ 0.003 1.2LL + 1.2PO0.9 + 1.2FLT-3.374 + -1.2FLL + -1.2WLZ 0.017 1.2LL + 1.2PO0.9 + -1.2FLT-0.552 + -1.2FLL + -1.2WLZ 0.003 LL + 1.2PO +0.9 1.2FLT + -3.374 1.2FLL + EQX 0.017 LL + 1.2PO +0.9 -1.2FLT +-0.552 1.2FLL + EQX0.003 LL + 1.2PO +0.9 1.2FLT + -3.374 -1.2FLL + EQX0.017 LL + 1.2PO +0.9 -1.2FLT +-0.552 -1.2FLL + EQX0.003 LL + 1.2PO +0.9 1.2FLT + -3.374 1.2FLL + -1EQX 0.017 LL + 1.2PO +0.9 -1.2FLT +-0.552 1.2FLL + -1EQX 0.003 LL + 1.2PO +0.9 1.2FLT + -3.374 -1.2FLL + -1EQX 0.017 LL + 1.2PO +0.9 -1.2FLT +-0.552 -1.2FLL + -1EQX 0.003 LL + 1.2PO +0.9 1.2FLT + -3.374 1.2FLL + EQZ 0.017 LL + 1.2PO +0.9 -1.2FLT +-0.552 1.2FLL + EQZ0.003 LL + 1.2PO +0.9 1.2FLT + -3.374 -1.2FLL + EQZ0.017 LL + 1.2PO +0.9 -1.2FLT +-0.552 -1.2FLL + EQZ0.003 LL + 1.2PO +0.9 1.2FLT + -3.374 1.2FLL + -1EQZ 0.017 LL + 1.2PO +0.9 -1.2FLT +-0.552 1.2FLL + -1EQZ 0.003 LL + 1.2PO +0.9 1.2FLT + -3.374 -1.2FLL + -1EQZ 0.017 LL + 1.2PO +0.9 -1.2FLT +-0.552 -1.2FLL + -1EQZ 0.003 1.4PT 0.1 10.832 0.054 1.2PT + 0.72WLX 0.1 9.285 0.046 1.2PT + -0.72WLX 0.1 9.285 0.046 1.2PT + 0.72WLZ 0.1 9.285 0.046 1.2PT + -0.72WLZ 0.1 9.285 0.046
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702
0.1 0.1 0.1 0.1 0.1 0.9 0.9 0.1 0.9 0.1 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.1 0.1 0.1 0.1 0.1
0.591 0.591 0.591 0.591 0.591 -2.29 -4.171 0.478 -4.171 0.478 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 -3.374 -0.552 10.832 9.285 9.285 9.285 9.285
0.003 0.003 0.003 0.003 0.003 0.011 0.021 0.002 0.021 0.002 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.017 0.003 0.054 0.046 0.046 0.046 0.046
0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.9 0.1 0.9 0.1 0.9 0.1
0.591 0.591 0.591 0.591 0.591 1.964 3.494 0.444 3.494 0.444 2.831 -0.529 2.831 -0.529 2.831 -0.529 2.831
0.003 0.003 0.003 0.003 0.003 0.01 0.017 0.002 0.017 0.002 0.014 0.003 0.014 0.003 0.014 0.003 0.014
0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702
BEAM SHEAR STRESS - Z DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + +
1.4PE 1.4PE 1.4PE 1.4PE 1.4PE 1.6LL 1.6LL 1.6LL 1.6LL 1.6LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL
+ + + + + + + + + + + + + + + +
0.1 1.4WLX 0.1 -1.4WLX 0.1 1.4WLZ 0.1 -1.4WLZ 0.1 1.4PO0.1 1.4PO0.1 + 1.4PO0.1 + 1.4PO0.1 + 1.4PO0.1 + 1.2PO0.1 + 1.2PO0.9 + 1.2PO0.1 + 1.2PO0.9 + 1.2PO0.1 + 1.2PO0.9 + 1.2PO0.1 +
Shear Crit Sect kN
Shear Stress N/sq mm
0.591 0.003 0.591 0.003 0.591 0.003 0.591 0.003 0.591 0.003 1.964 0.01 1.6FLT 3.494 + 1.6FLL 0.017 -1.6FLT0.444 + 1.6FLL 0.002 1.6FLT 3.494 + -1.6FLL 0.017 -1.6FLT0.444 + -1.6FLL 0.002 1.2FLT 2.831 + 1.2FLL + 1.2WLX 0.014 -1.2FLT-0.529 + 1.2FLL + 1.2WLX 0.003 1.2FLT 2.831 + -1.2FLL + 1.2WLX 0.014 -1.2FLT-0.529 + -1.2FLL + 1.2WLX 0.003 1.2FLT 2.831 + 1.2FLL + -1.2WLX 0.014 -1.2FLT-0.529 + 1.2FLL + -1.2WLX 0.003 1.2FLT 2.831 + -1.2FLL + -1.2WLX 0.014
Page 86 of 133
DETAIL REPORT FOR F5 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2LL + 1.2PO0.9 + -1.2FLT-0.529 + -1.2FLL + -1.2WLX 0.003 1.2LL + 1.2PO0.1 + 1.2FLT 2.831 + 1.2FLL + 1.2WLZ 0.014 1.2LL + 1.2PO0.9 + -1.2FLT-0.529 + 1.2FLL + 1.2WLZ 0.003 1.2LL + 1.2PO0.1 + 1.2FLT 2.831 + -1.2FLL + 1.2WLZ 0.014 1.2LL + 1.2PO0.9 + -1.2FLT-0.529 + -1.2FLL + 1.2WLZ 0.003 1.2LL + 1.2PO0.1 + 1.2FLT 2.831 + 1.2FLL + -1.2WLZ 0.014 1.2LL + 1.2PO0.9 + -1.2FLT-0.529 + 1.2FLL + -1.2WLZ 0.003 1.2LL + 1.2PO0.1 + 1.2FLT 2.831 + -1.2FLL + -1.2WLZ 0.014 1.2LL + 1.2PO0.9 + -1.2FLT-0.529 + -1.2FLL + -1.2WLZ 0.003 LL + 1.2PO +0.1 1.2FLT + 2.831 1.2FLL + EQX 0.014 LL + 1.2PO +0.9 -1.2FLT +-0.529 1.2FLL + EQX0.003 LL + 1.2PO +0.1 1.2FLT + 2.831 -1.2FLL + EQX0.014 LL + 1.2PO +0.9 -1.2FLT +-0.529 -1.2FLL + EQX0.003 LL + 1.2PO +0.1 1.2FLT + 2.831 1.2FLL + -1EQX 0.014 LL + 1.2PO +0.9 -1.2FLT +-0.529 1.2FLL + -1EQX 0.003 LL + 1.2PO +0.1 1.2FLT + 2.831 -1.2FLL + -1EQX 0.014 LL + 1.2PO +0.9 -1.2FLT +-0.529 -1.2FLL + -1EQX 0.003 LL + 1.2PO +0.1 1.2FLT + 2.831 1.2FLL + EQZ 0.014 LL + 1.2PO +0.9 -1.2FLT +-0.529 1.2FLL + EQZ0.003 LL + 1.2PO +0.1 1.2FLT + 2.831 -1.2FLL + EQZ0.014 LL + 1.2PO +0.9 -1.2FLT +-0.529 -1.2FLL + EQZ0.003 LL + 1.2PO +0.1 1.2FLT + 2.831 1.2FLL + -1EQZ 0.014 LL + 1.2PO +0.9 -1.2FLT +-0.529 1.2FLL + -1EQZ 0.003 LL + 1.2PO +0.1 1.2FLT + 2.831 -1.2FLL + -1EQZ 0.014 LL + 1.2PO +0.9 -1.2FLT +-0.529 -1.2FLL + -1EQZ 0.003 1.4PT 0.9 -6.123 0.031 1.2PT + 0.72WLX 0.9 -5.248 0.026 1.2PT + -0.72WLX 0.9 -5.248 0.026 1.2PT + 0.72WLZ 0.9 -5.248 0.026 1.2PT + -0.72WLZ 0.9 -5.248 0.026
0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702
0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.9 0.9 0.9 0.9 0.9
-0.529 2.831 -0.529 2.831 -0.529 2.831 -0.529 2.831 -0.529 2.831 -0.529 2.831 -0.529 2.831 -0.529 2.831 -0.529 2.831 -0.529 2.831 -0.529 2.831 -0.529 2.831 -0.529 -6.123 -5.248 -5.248 -5.248 -5.248
0.003 0.014 0.003 0.014 0.003 0.014 0.003 0.014 0.003 0.014 0.003 0.014 0.003 0.014 0.003 0.014 0.003 0.014 0.003 0.014 0.003 0.014 0.003 0.014 0.003 0.031 0.026 0.026 0.026 0.026
0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702 0.702
Page 87 of 133
DETAIL REPORT FOR F5 ALLOWABLE BEAM SHEAR STRESS - X DIRECTION - FACTORED LOAD COMBINATION 1 AT A CRITICAL SECTION Concrete comp strength = Approx effective depth = Footing width = Footing thickness = Shear strength reduction factor = Critical section location = Footing steel area = Footing steel ratio percent = Reinft partial safety factor = Allowable shear stress =
fc' = 40 N/sq mm d= 200 mm Lz = 1 m Df = 0.3 m f= 0.8 l= 0.1 m As = 1018 sq mm Rw = 100*As/bvd = 0.509 Ym = 1.25 0.79*((100*As/bv*d)^(1/3))*((400/d)^(1/4))*((fc'/25)^(1/3))/Ym 0.702 N/sq mm = fvc =
Note: Allowable shear stress with enhancement may apply depending on the shear section location.
Page 88 of 133
Dimensional Solutions Mat3D Foundation Name Designed By:
Version F6 LITWIN PEL
5.8.0
Engineer
MCA
Date Time Checker
9/11/2012 10:07:56 AM VBE
Filename:
DETAIL REPORT FOR F6 PROJECT INFORMATION Project Name: Project Number: Client: Project Location Foundation Description
DESIGN CODE
PWRI UPGRADE AT BAB CL-5, CL-15, CL-16 P11452 ADCO ABU DHABI F6
BSI 8110 - 1997
INPUT UNITS
SI
CONCRETE PARAMETERS: Compressive Strength (N/sq mm) Unit Weight (kN/cu m) Pier Concrete Cover - X Dir (mm) Pier Concrete Cover - Z Dir (mm) Footing Side Concrete Cover - X Dir (mm) Footing Side Concrete Cover - Z Dir (mm) Footing Top Concrete Cover (mm) Footing Bottom Concrete Cover - X Dir (mm)
OUTPUT UNITS
REINFORCING STEEL PARAMETERS: 40 24 75 75 75 75 75 75
Yield Strength (N/sq mm) Unit Weight (kN/cu m) Modulus of Elasticity (kN/sq mm) Pier Min Rebar Spacing (mm) Footing Min Rebar Spacing (mm) Footing Max Rebar Spacing (mm)
SOIL PARAMETERS:
REBAR PARAMETERS:
Unit Weight (kN/cu m) 18 Allowable Net Bearing Capacity (kN/sq m) 150 Bearing Capacity Method Linear Soil Pressure Soil Type Granular ive Pressure Coefficient Kp 3 Soil To Concrete Friction f 0.3 Allowable Increase in Soil Pressure due to Short Term Loads (%) Wind 0 Earthquake 0 Test Min Stability Ratio 1.5 Safety Factor against Lateral Forces 1.5
Max Long Bar Size Min Long Bar Size Max Tie Bar Size Min Tie Bar Size Max Ftg Bar Size Min Ftg Bar Size Temp & Shrinkage Steel Ratio
MINIMUM FOUNDATION CRITERIA: Depth of Footing Below Grade (mm) Minimum Soil Cover (mm) Grade Elevation (mm)
SI
460 78 200 100 100 300
20 16 12 10 25 10 0.0018
0
BUOYANCY CRITERIA: 1000 700 100
Consider Buoyancy: Consider soil for buoyancy: Water table below grade (mm)
No No 3000
Page 89 of 133
DETAIL REPORT FOR F6 APPLIED LOADS P1 Load Case
1 - Dead 2 - DL 3 - LL 4 - PE 5 - PO 6 - PT 7 - FLT 8 - FLL 9 - WLX 10 - WLZ 11 - EQX 12 - EQZ
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 9.81 22.03 9.58 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.08 6.40 0.07 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.42 -1.65 0.39 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 19.66 26.69 18.90 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 -0.46 7.88 -0.43 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 -0.04 1.41 -0.04 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
P2 Load Case
1 - Dead 2 - DL 3 - LL 4 - PE 5 - PO 6 - PT 7 - FLT 8 - FLL 9 - WLX 10 - WLZ 11 - EQX 12 - EQZ
Page 90 of 133
DETAIL REPORT FOR F6 UNFACTORED (ALLOWABLE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
1 - Dead + DL + PE 9.81 2 - Dead + DL + PE + WLX 9.81 3 - Dead + DL + PE + -1WLX 9.81 4 - Dead + DL + PE + WLZ 9.81 5 - Dead + DL + PE + -1WLZ 9.81 6 - Dead + DL + LL + PO 22.03 7 - Dead + DL + LL + PO + FLT + FLL 22.03 8 - Dead + DL + LL + PO + -1FLT + FLL 22.03 9 - Dead + DL + LL + PO + FLT + -1FLL 22.03 10 - Dead + DL + LL + PO + -1FLT + -1FLL 22.03 11 - Dead + DL + LL + PO + FLT + FLL + WLX 22.03 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 22.03 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 22.03 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 22.03 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 22.03 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 22.03 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 22.03 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 22.03 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 22.03 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 22.03 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 22.03 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 22.03 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 22.03 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 22.03 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 22.03 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 22.03 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 22.03 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 22.03 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 22.03 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX22.03 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 22.03 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 22.03 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 22.03 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX22.03 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 22.03 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 22.03 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 22.03 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 22.03 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 22.03 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 22.03 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 22.03 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ22.03 43 - Dead + DL + PT 9.58 44 - Dead + DL + PT + 0.6WLX 9.58 45 - Dead + DL + PT + -0.6WLX 9.58 46 - Dead + DL + PT + 0.6WLZ 9.58 47 - Dead + DL + PT + -0.6WLZ 9.58
0.08 0.08 0.08 0.08 0.08 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 6.40 0.07 0.07 0.07 0.07 0.07
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.42 0.42 0.42 0.42 0.42 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 0.39 0.39 0.39 0.39 0.39
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 91 of 133
DETAIL REPORT FOR F6 P2 Load Comb
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
1 - Dead + DL + PE 19.66 2 - Dead + DL + PE + WLX 19.66 3 - Dead + DL + PE + -1WLX 19.66 4 - Dead + DL + PE + WLZ 19.66 5 - Dead + DL + PE + -1WLZ 19.66 6 - Dead + DL + LL + PO 26.69 7 - Dead + DL + LL + PO + FLT + FLL 26.69 8 - Dead + DL + LL + PO + -1FLT + FLL 26.69 9 - Dead + DL + LL + PO + FLT + -1FLL 26.69 10 - Dead + DL + LL + PO + -1FLT + -1FLL 26.69 11 - Dead + DL + LL + PO + FLT + FLL + WLX 26.69 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 26.69 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 26.69 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 26.69 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 26.69 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 26.69 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 26.69 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 26.69 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 26.69 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 26.69 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 26.69 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 26.69 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 26.69 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 26.69 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 26.69 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 26.69 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 26.69 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 26.69 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 26.69 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX26.69 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 26.69 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 26.69 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 26.69 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX26.69 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 26.69 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 26.69 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 26.69 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 26.69 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 26.69 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 26.69 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 26.69 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ26.69 43 - Dead + DL + PT 18.90 44 - Dead + DL + PT + 0.6WLX 18.90 45 - Dead + DL + PT + -0.6WLX 18.90 46 - Dead + DL + PT + 0.6WLZ 18.90 47 - Dead + DL + PT + -0.6WLZ 18.90
-0.46 -0.46 -0.46 -0.46 -0.46 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 7.88 -0.43 -0.43 -0.43 -0.43 -0.43
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
-0.04 -0.04 -0.04 -0.04 -0.04 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 -0.04 -0.04 -0.04 -0.04 -0.04
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 92 of 133
DETAIL REPORT FOR F6 FACTORED (ULTIMATE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
1 - 1.4Dead + 1.4DL + 1.4PE 13.73 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 13.73 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 13.73 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 13.73 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 13.73 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 30.84 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 30.84 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 30.84 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 30.84 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 30.84 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL26.44 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL26.44 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL26.44 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 26.44 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL26.44 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL26.44 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL26.44 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 26.44 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL26.44 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL26.44 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL26.44 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 26.44 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL26.44 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL26.44 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL26.44 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 26.44 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 26.44 EQX 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +26.44 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +26.44 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 26.44 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 26.44 -1EQX 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +26.44 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +26.44 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 26.44 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 26.44 EQZ 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +26.44 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +26.44 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 26.44 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 26.44 -1EQZ 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +26.44 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +26.44 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 26.44 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 13.41 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 11.50 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 11.50 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 11.50 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 11.50
0.11 0.11 0.11 0.11 0.11 8.96 8.96 8.96 8.96 8.96 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 0.10 0.09 0.09 0.09 0.09
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.58 0.58 0.58 0.58 0.58 -2.31 -2.31 -2.31 -2.31 -2.31 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 -1.98 0.55 0.47 0.47 0.47 0.47
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 93 of 133
DETAIL REPORT FOR F6 P2 Load Comb
Axial (kN)
Shear X (kN)
1 - 1.4Dead + 1.4DL + 1.4PE 27.53 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 27.53 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 27.53 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 27.53 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 27.53 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 37.36 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 37.36 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 37.36 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 37.36 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 37.36 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL32.03 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL32.03 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL32.03 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 32.03 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL32.03 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL32.03 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL32.03 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 32.03 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL32.03 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL32.03 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL32.03 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 32.03 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL32.03 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL32.03 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL32.03 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 32.03 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 32.03 EQX 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +32.03 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +32.03 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 32.03 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 32.03 -1EQX 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +32.03 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +32.03 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 32.03 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 32.03 EQZ 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +32.03 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +32.03 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 32.03 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 32.03 -1EQZ 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +32.03 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +32.03 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 32.03 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 26.46 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 22.68 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 22.68 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 22.68 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 22.68
-0.64 -0.64 -0.64 -0.64 -0.64 11.03 11.03 11.03 11.03 11.03 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 9.46 -0.60 -0.52 -0.52 -0.52 -0.52
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
-0.05 -0.05 -0.05 -0.05 -0.05 1.97 1.97 1.97 1.97 1.97 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 -0.05 -0.04 -0.04 -0.04 -0.04
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 94 of 133
DETAIL REPORT FOR F6 BEARING CAPACITY - LINEAR SOIL PRESSURE METHOD Load Comb
Max Pressure (kN/sq m)
All Pressure (kN/sq m)
Ecc Z Dir (cm)
Ecc X Dir (cm)
Moment Z axis (kN-m)
Moment X axis (kN-m)
1 - Dead + DL + PE 51.44 2 - Dead + DL + PE + WLX 51.44 3 - Dead + DL + PE + -1WLX 51.44 4 - Dead + DL + PE + WLZ 51.44 5 - Dead + DL + PE + -1WLZ 51.44 6 - Dead + DL + LL + PO 98.45 7 - Dead + DL + LL + PO + FLT + FLL 98.45 8 - Dead + DL + LL + PO + -1FLT + FLL 98.45 9 - Dead + DL + LL + PO + FLT + -1FLL 98.45 10 - Dead + DL + LL + PO + -1FLT + -1FLL 98.45 11 - Dead + DL + LL + PO + FLT + FLL + WLX 98.45 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 98.45 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 98.45 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 98.45 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 98.45 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 98.45 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 98.45 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 98.45 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 98.45 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 98.45 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 98.45 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 98.45 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 98.45 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 98.45 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 98.45 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 98.45 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 98.45 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 98.45 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 98.45 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX98.45 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 98.45 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 98.45 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 98.45 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX98.45 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 98.45 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 98.45 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 98.45 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 98.45 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 98.45 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 98.45 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 98.45 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ98.45 43 - Dead + DL + PT 50.26 44 - Dead + DL + PT + 0.6WLX 50.26 45 - Dead + DL + PT + -0.6WLX 50.26 46 - Dead + DL + PT + 0.6WLZ 50.26 47 - Dead + DL + PT + -0.6WLZ 50.26
168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00 168.00
0.72 0.72 0.72 0.72 0.72 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.69 0.69 0.69 0.69 0.69
4.65 4.65 4.65 4.65 4.65 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 19.48 4.46 4.46 4.46 4.46 4.46
2.92 2.92 2.92 2.92 2.92 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 2.76 2.76 2.76 2.76 2.76
0.45 0.45 0.45 0.45 0.45 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.43 0.43 0.43 0.43 0.43
Rem
Page 95 of 133
DETAIL REPORT FOR F6 STABILITY RATIO / SLIDING SAFETY FACTOR Load Comb
S.R. Z Dir
S.R. X Dir
All S.R.
Sliding FS - Z
Sliding FS - X
All FS
1 - Dead + DL + PE 62.96 2 - Dead + DL + PE + WLX 62.96 3 - Dead + DL + PE + -1WLX 62.96 4 - Dead + DL + PE + WLZ 62.96 5 - Dead + DL + PE + -1WLZ 62.96 6 - Dead + DL + LL + PO 21.59 7 - Dead + DL + LL + PO + FLT + FLL 21.59 8 - Dead + DL + LL + PO + -1FLT + FLL 21.59 9 - Dead + DL + LL + PO + FLT + -1FLL 21.59 10 - Dead + DL + LL + PO + -1FLT + -1FLL 21.59 11 - Dead + DL + LL + PO + FLT + FLL + WLX 21.59 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 21.59 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 21.59 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 21.59 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 21.59 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 21.59 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 21.59 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 21.59 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 21.59 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 21.59 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 21.59 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 21.59 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 21.59 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 21.59 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 21.59 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 21.59 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 21.59 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 21.59 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 21.59 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX21.59 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 21.59 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 21.59 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 21.59 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX21.59 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 21.59 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 21.59 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 21.59 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 21.59 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 21.59 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 21.59 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 21.59 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ21.59 43 - Dead + DL + PT 65.60 44 - Dead + DL + PT + 0.6WLX 65.60 45 - Dead + DL + PT + -0.6WLX 65.60 46 - Dead + DL + PT + 0.6WLZ 65.60 47 - Dead + DL + PT + -0.6WLZ 65.60
81.34 81.34 81.34 81.34 81.34 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 3.66 85.46 85.46 85.46 85.46 85.46
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00
85.79 85.79 85.79 85.79 85.79 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.69 90.74 90.74 90.74 90.74 90.74
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
Remarks
Page 96 of 133
DETAIL REPORT FOR F6 FOOTING DESIGN INFORMATION X Dim (mm) Z Dim (mm) Thickness (mm)
1500.00 1000.00 300.00
Top Steel Governing Combination
47. 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 47. 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ
No of Bars
6 10
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
Moment (kN m/m)
12 12
150 150
6.79 7.54
0 0
0 0
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
(kN m/m)
12 12
150 150
6.79 7.54
5.4 5.4
6 2
Rem
Direction
X Z
Bottom Steel Governing Combination
No of Bars
10. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 6 10. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 10
PUNCHING SHEAR P1 Control Comb
Net Ult Load (kN)
Punch. Stress (N/sq mm)
All Stress (N/sq mm)
0.00
0.00
0.61
Net Ult Load (kN)
Punch. Stress (N/sq mm)
All Stress (N/sq mm)
10. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL7.40
0.03
0.61
47. 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ
P2 Control Comb
Rem
Moment
Direction
X Z
Page 97 of 133
DETAIL REPORT FOR F6 MAXIMUM SHEAR - X DIRECTION Load Comb
Left Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 0.55 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.55 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.55 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.55 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.55 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.55 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.55 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.55 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.55 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.55 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.55 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.55 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.55 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.55 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.55 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.55 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.55 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.55 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.55 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.55 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.55 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.55 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.55 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.55 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.55 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.55 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 0.55 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.55 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.55 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.55 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 0.55 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.55 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.55 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.55 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 0.55 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.55 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.55 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.55 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 0.55 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.55 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.55 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.55 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 0.55 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.55 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.55 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.55 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.55
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
-10.22 -10.22 -10.22 -10.22 -10.22 -34.74 -34.74 -34.74 -34.74 -34.74 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -29.78 -9.87 -8.46 -8.46 -8.46 -8.46
0.05 0.05 0.05 0.05 0.05 0.17 0.17 0.17 0.17 0.17 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.05 0.04 0.04 0.04 0.04
0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61
Rem
Page 98 of 133
DETAIL REPORT FOR F6 MAXIMUM SHEAR - Z DIRECTION Load Comb
Bottom Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 0.90 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.90 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.90 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.90 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.90 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.10 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.10 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.10 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.10 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.10 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.10 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.10 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.10 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.10 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.10 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.10 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.10 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.10 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.10 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.10 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.10 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.10 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.10 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.10 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.10 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.10 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 0.10 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.10 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.10 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.10 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 0.10 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.10 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.10 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.10 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 0.10 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.10 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.10 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.10 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 0.10 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.10 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.10 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.10 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 0.90 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.90 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.90 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.90 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.90
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
-5.68 -5.68 -5.68 -5.68 -5.68 8.25 8.25 8.25 8.25 8.25 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 -5.52 -4.73 -4.73 -4.73 -4.73
0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02
0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64
Rem
Page 99 of 133
DETAIL REPORT FOR F6 PIER/BASE PLATE DESIGN INFORMATION X Dim (mm) Z Dim (mm) Height above grade (mm) X Offset (mm) Z Offset (mm) Requested Reinft. Ratio Provided Reinft. Ratio Long Bar Size (mm) Bars in X Dir Bars in Z Dir Total Long Bars Tie Bar Size (mm) Total No. of Ties Major Tie Spacing (mm)
P1 500.00 400.00 200.00 1000.00 500.00 0.0018 0.0080 16 3 3 8 12 7 150
P2 500.00 400.00 200.00 500.00 500.00 0.0018 0.0080 16 3 3 8 12 7 150
Page 100 of 133
DETAIL REPORT FOR F6 PIER ULTIMATE LOAD CAPACITIES
P1 Load Comb
Axial Load (kN)
Axial Capa. (kN)
Mom X
Mom X Capa (kN m)
Mom Z
(kN m)
(kN m)
Mom Z Capa (kN m)
1 - 1.4Dead + 1.4DL + 1.4PE 19.78 3754.93 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 19.78 3754.93 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 19.78 3754.93 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 19.78 3754.93 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 19.78 3754.93 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 36.89 1152.65 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 36.89 1152.65 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 36.89 1152.65 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 36.89 1152.65 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 36.89 1152.65 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL31.62 + 1.2WLX 1152.65 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL31.62 + 1.2WLX 1152.65 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL31.62 + 1.2WLX 1152.65 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 31.62 + 1.2WLX 1152.65 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL31.62 + -1.2WLX 1152.65 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL31.62 + -1.2WLX 1152.65 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL31.62 + -1.2WLX 1152.65 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 31.62 + -1.2WLX1152.65 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL31.62 + 1.2WLZ 1152.65 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL31.62 + 1.2WLZ 1152.65 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL31.62 + 1.2WLZ 1152.65 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 31.62 + 1.2WLZ 1152.65 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL31.62 + -1.2WLZ 1152.65 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL31.62 + -1.2WLZ 1152.65 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL31.62 + -1.2WLZ 1152.65 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 31.62 + -1.2WLZ1152.65 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 31.62 EQX 1152.65 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +31.62 EQX 1152.65 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +31.62 EQX 1152.65 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 31.62 EQX 1152.65 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 31.62 -1EQX 1152.65 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +31.62 -1EQX 1152.65 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +31.62 -1EQX 1152.65 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 31.62 -1EQX 1152.65 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 31.62 EQZ 1152.65 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +31.62 EQZ 1152.65 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +31.62 EQZ 1152.65 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 31.62 EQZ 1152.65 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 31.62 -1EQZ 1152.65 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +31.62 -1EQZ 1152.65 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +31.62 -1EQZ 1152.65 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 31.62 -1EQZ 1152.65 43 - 1.4Dead + 1.4DL + 1.4PT 19.46 3754.93 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 16.68 3754.93 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 16.68 3754.93 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 16.68 3754.93 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 16.68 3754.93
0.52 0.52 0.52 0.52 0.52 2.08 2.08 2.08 2.08 2.08 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.78 0.50 0.42 0.42 0.42 0.42
325.95 325.95 325.95 325.95 325.95 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 64.83 315.91 315.91 315.91 315.91 315.91
0.40 0.40 0.40 0.40 0.40 8.07 8.07 8.07 8.07 8.07 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 6.91 0.39 0.33 0.33 0.33 0.33
248.61 248.61 248.61 248.61 248.61 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 251.71 250.86 250.86 250.86 250.86 250.86
Rem
Page 101 of 133
DETAIL REPORT FOR F6 P2 Load Comb
Axial Load (kN)
Axial Capa. (kN)
Mom X
Mom Z
(kN m)
Mom X Capa (kN m)
(kN m)
Mom Z Capa (kN m)
1 - 1.4Dead + 1.4DL + 1.4PE 33.58 5003.19 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 33.58 5003.19 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 33.58 5003.19 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 33.58 5003.19 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 33.58 5003.19 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 43.41 1463.31 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 43.41 1463.31 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 43.41 1463.31 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 43.41 1463.31 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 43.41 1463.31 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL37.21 + 1.2WLX 1463.31 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL37.21 + 1.2WLX 1463.31 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL37.21 + 1.2WLX 1463.31 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 37.21 + 1.2WLX 1463.31 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL37.21 + -1.2WLX 1463.31 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL37.21 + -1.2WLX 1463.31 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL37.21 + -1.2WLX 1463.31 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 37.21 + -1.2WLX1463.31 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL37.21 + 1.2WLZ 1463.31 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL37.21 + 1.2WLZ 1463.31 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL37.21 + 1.2WLZ 1463.31 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 37.21 + 1.2WLZ 1463.31 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL37.21 + -1.2WLZ 1463.31 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL37.21 + -1.2WLZ 1463.31 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL37.21 + -1.2WLZ 1463.31 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL 37.21 + -1.2WLZ1463.31 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 37.21 EQX 1463.31 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +37.21 EQX 1463.31 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +37.21 EQX 1463.31 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 37.21 EQX 1463.31 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 37.21 -1EQX 1463.31 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +37.21 -1EQX 1463.31 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +37.21 -1EQX 1463.31 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 37.21 -1EQX 1463.31 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 37.21 EQZ 1463.31 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +37.21 EQZ 1463.31 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +37.21 EQZ 1463.31 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 37.21 EQZ 1463.31 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 37.21 -1EQZ 1463.31 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +37.21 -1EQZ 1463.31 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +37.21 -1EQZ 1463.31 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + 37.21 -1EQZ 1463.31 43 - 1.4Dead + 1.4DL + 1.4PT 32.51 5003.19 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 27.87 5003.19 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 27.87 5003.19 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 27.87 5003.19 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 27.87 5003.19
0.67 0.67 0.67 0.67 0.67 1.77 1.77 1.77 1.77 1.77 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.52 0.65 0.56 0.56 0.56 0.56
289.80 289.80 289.80 289.80 289.80 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 59.35 289.80 289.80 289.80 289.80 289.80
0.67 0.67 0.67 0.67 0.67 9.93 9.93 9.93 9.93 9.93 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 8.51 0.65 0.56 0.56 0.56 0.56
292.94 292.94 292.94 292.94 292.94 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 331.93 292.94 292.94 292.94 292.94 292.94
Rem
Page 102 of 133
DETAIL REPORT FOR F6
Page 103 of 133
DETAIL REPORT FOR F6 SELF WEIGHTS AND APPLIED EXTERNAL LOAD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Load Elem Weight kN
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
8.64 WLX 8.64 -1WLX 8.64 WLZ 8.64 -1WLZ 8.64 PO 8.64 PO + FLT + FLL 8.64 PO + -1FLT + FLL 8.64 PO + FLT + -1FLL 8.64 PO + -1FLT + -1FLL 8.64 PO + FLT + FLL + WLX 8.64 PO + -1FLT + FLL + WLX 8.64 PO + FLT + -1FLL + WLX 8.64 PO + -1FLT + -1FLL + WLX 8.64 PO + FLT + FLL + -1WLX 8.64 PO + -1FLT + FLL + -1WLX 8.64 PO + FLT + -1FLL + -1WLX 8.64 PO + -1FLT + -1FLL + -1WLX 8.64 PO + FLT + FLL + WLZ 8.64 PO + -1FLT + FLL + WLZ8.64 PO + FLT + -1FLL + WLZ8.64 PO + -1FLT + -1FLL + WLZ 8.64 PO + FLT + FLL + -1WLZ8.64 PO + -1FLT + FLL + -1WLZ 8.64 PO + FLT + -1FLL + -1WLZ 8.64 PO + -1FLT + -1FLL + -1WLZ 8.64 PO + FLT + FLL + 0.715EQX 8.64 PO + -1FLT + FLL + 0.715EQX 8.64 PO + FLT + -1FLL + 0.715EQX 8.64 PO + -1FLT + -1FLL + 0.715EQX 8.64 PO + FLT + FLL + -0.715EQX 8.64 PO + -1FLT + FLL + -0.715EQX 8.64 PO + FLT + -1FLL + -0.715EQX 8.64 PO + -1FLT + -1FLL + -0.715EQX 8.64 PO + FLT + FLL + 0.715EQZ 8.64 PO + -1FLT + FLL + 0.715EQZ 8.64 PO + FLT + -1FLL + 0.715EQZ 8.64 PO + -1FLT + -1FLL + 0.715EQZ 8.64 PO + FLT + FLL + -0.715EQZ 8.64 PO + -1FLT + FLL + -0.715EQZ 8.64 PO + FLT + -1FLL + -0.715EQZ 8.64 PO + -1FLT + -1FLL + -0.715EQZ 8.64 8.64 0.6WLX 8.64 -0.6WLX 8.64 0.6WLZ 8.64 -0.6WLZ 8.64
Soil Weight kN
Mat Weight kN
App Axial Load kN
Tot Axial Load kN
Buoyant Load kN
13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86 13.86
10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8
29.47 29.47 29.47 29.47 29.47 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 48.72 28.48 28.48 28.48 28.48 28.48
62.77 62.77 62.77 62.77 62.77 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 82.02 61.78 61.78 61.78 61.78 61.78
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page 104 of 133
DETAIL REPORT FOR F6 SOIL BEARING RESULTS - LINEAR SOIL PRESSURE METHOD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Max Bearing kN/sq m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
51.443 WLX 51.443 -1WLX 51.443 WLZ 51.443 -1WLZ 51.443 PO 98.447 PO + FLT + FLL 98.447 PO + -1FLT + FLL 98.447 PO + FLT + -1FLL 98.447 PO + -1FLT + -1FLL 98.447 PO + FLT + FLL + WLX 98.447 PO + -1FLT + FLL + WLX 98.447 PO + FLT + -1FLL + WLX 98.447 PO + -1FLT + -1FLL + 98.447 WLX PO + FLT + FLL + -1WLX 98.447 PO + -1FLT + FLL + -1WLX 98.447 PO + FLT + -1FLL + -1WLX 98.447 PO + -1FLT + -1FLL + 98.447 -1WLX PO + FLT + FLL + WLZ 98.447 PO + -1FLT + FLL + WLZ 98.447 PO + FLT + -1FLL + WLZ 98.447 PO + -1FLT + -1FLL + 98.447 WLZ PO + FLT + FLL + -1WLZ 98.447 PO + -1FLT + FLL + -1WLZ 98.447 PO + FLT + -1FLL + -1WLZ 98.447 PO + -1FLT + -1FLL + 98.447 -1WLZ PO + FLT + FLL + 0.715EQX 98.447 PO + -1FLT + FLL + 0.715EQX 98.447 PO + FLT + -1FLL + 0.715EQX 98.447 PO + -1FLT + -1FLL + 98.447 0.715EQX PO + FLT + FLL + -0.715EQX 98.447 PO + -1FLT + FLL + -0.715EQX 98.447 PO + FLT + -1FLL + -0.715EQX 98.447 PO + -1FLT + -1FLL + 98.447 -0.715EQX PO + FLT + FLL + 0.715EQZ 98.447 PO + -1FLT + FLL + 0.715EQZ 98.447 PO + FLT + -1FLL + 0.715EQZ 98.447 PO + -1FLT + -1FLL + 98.447 0.715EQZ PO + FLT + FLL + -0.715EQZ 98.447 PO + -1FLT + FLL + -0.715EQZ 98.447 PO + FLT + -1FLL + -0.715EQZ 98.447 PO + -1FLT + -1FLL + 98.447 -0.715EQZ 50.257 0.6WLX 50.257 -0.6WLX 50.257 0.6WLZ 50.257 -0.6WLZ 50.257
Min Bearing kN/sq m
X Comp Len m
Z Comp Len m
Area in Comp sq m
% in Comp
32.25 32.25 32.25 32.25 32.25 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 10.912 32.121 32.121 32.121 32.121 32.121
4.955 4.955 4.955 4.955 4.955 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 1.733 5.125 5.125 5.125 5.125 5.125
14.214 14.214 14.214 14.214 14.214 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 42.201 14.664 14.664 14.664 14.664 14.664
1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5
100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
BEARING PRESSURE CALCULATION FOR UNFACTORED LOAD COMBINATION 42 Eccentricity condition: Eccentricity - Z direction = Eccentricity - X direction = Total Axial Load = Footing length = Footing width = Mat Area A = Soil overburden = Gross bearing pressure = Net soil bearing =
Biaxial eccentricity Ecc,z = Ecc,x = P= Lx = Lz = Lx * Lz = S= Gbp = Solved by trial and error method Nbp = Gbp - S =
3.555 194.776 82.02 1.5 1 1.5 18 98.447 80.447
mm mm kN m m sq m kN/sq m kN/sq m kN/sq m
Page 105 of 133
DETAIL REPORT FOR F6 STABILITY RATIO CALCULATIONS No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Overturn Mom - X kNm
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
0.55 WLX 0.55 -1WLX 0.55 WLZ 0.55 -1WLZ 0.55 PO 17.14 PO + FLT + FLL 17.14 PO + -1FLT + FLL 17.14 PO + FLT + -1FLL 17.14 PO + -1FLT + -1FLL 17.14 PO + FLT + FLL + WLX17.14 PO + -1FLT + FLL + WLX 17.14 PO + FLT + -1FLL + WLX 17.14 PO + -1FLT + -1FLL + WLX 17.14 PO + FLT + FLL + -1WLX 17.14 PO + -1FLT + FLL + -1WLX 17.14 PO + FLT + -1FLL + -1WLX 17.14 PO + -1FLT + -1FLL + -1WLX 17.14 PO + FLT + FLL + WLZ17.14 PO + -1FLT + FLL + WLZ 17.14 PO + FLT + -1FLL + WLZ 17.14 PO + -1FLT + -1FLL + WLZ 17.14 PO + FLT + FLL + -1WLZ 17.14 PO + -1FLT + FLL + -1WLZ 17.14 PO + FLT + -1FLL + -1WLZ 17.14 PO + -1FLT + -1FLL + -1WLZ 17.14 PO + FLT + FLL + 0.715EQX 17.14 PO + -1FLT + FLL + 0.715EQX 17.14 PO + FLT + -1FLL + 0.715EQX 17.14 PO + -1FLT + -1FLL + 0.715EQX 17.14 PO + FLT + FLL + -0.715EQX 17.14 PO + -1FLT + FLL + -0.715EQX 17.14 PO + FLT + -1FLL + -0.715EQX 17.14 PO + -1FLT + -1FLL + -0.715EQX 17.14 PO + FLT + FLL + 0.715EQZ 17.14 PO + -1FLT + FLL + 0.715EQZ 17.14 PO + FLT + -1FLL + 0.715EQZ 17.14 PO + -1FLT + -1FLL + 0.715EQZ 17.14 PO + FLT + FLL + -0.715EQZ 17.14 PO + -1FLT + FLL + -0.715EQZ 17.14 PO + FLT + -1FLL + -0.715EQZ 17.14 PO + -1FLT + -1FLL + -0.715EQZ 17.14 0.516 0.6WLX 0.516 -0.6WLX 0.516 0.6WLZ 0.516 -0.6WLZ 0.516
Resist Mom - X kNm
SRx
Overturn Mom - Z kNm
Resist Mom - Z kNm
SRz
44.707 44.707 44.707 44.707 44.707 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 62.679 44.095 44.095 44.095 44.095 44.095
81.345 81.345 81.345 81.345 81.345 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 3.657 85.456 85.456 85.456 85.456 85.456
0.499 0.499 0.499 0.499 0.499 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 1.978 0.472 0.472 0.472 0.472 0.472
31.432 31.432 31.432 31.432 31.432 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 42.696 30.935 30.935 30.935 30.935 30.935
62.964 62.964 62.964 62.964 62.964 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 21.59 65.595 65.595 65.595 65.595 65.595
Note: Stability ratio values greater than 100 are displayed as 100.
Page 106 of 133
DETAIL REPORT FOR F6 SLIDING RESISTANCE CALCULATION - X DIRECTION - UNFACTORED LOAD COMBINATION 42 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lz = Lx = h= h1 = Y= Yh1 =
p2 =
Y(h + h1) =
R1 =
0.5*Lz*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
R2 = R3 = R= FS,slid =
1 1.5 0.3 0.7 18 12.6
m m m m kN/cu m kN/sq m
18
kN/sq m
4.59 3 0.3 82.02 13.77 24.606 38.376 14.283 2.687
kN
kN kN kN kN kN
Note: Sliding factor of safety value greater than 100 is displayed as 100.
SLIDING RESISTANCE CALCULATION - Z DIRECTION - UNFACTORED LOAD COMBINATION 42 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lx = Lz = h= h1 = Y= Yh1 =
p2 =
Y(h + h1) =
R1 =
0.5*Lx*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
R2 = R3 = R= FS,slid =
1.5 1 0.3 0.7 18 12.6
m m m m kN/cu m kN/sq m
18
kN/sq m
6.885 3 0.3 82.02 20.655 24.606 45.261 0.243 100
kN
Note: Sliding factor of safety value greater than 100 is displayed as 100.
FACTORED LOADS - SOIL BEARING VALUES No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Max X Bearing kN/sq m
Min X Bearing kN/sq m
1.4PE 69.487 47.684 1.4PE + 1.4WLX 69.487 47.684 1.4PE + -1.4WLX 69.487 47.684 1.4PE + 1.4WLZ 69.487 47.684 1.4PE + -1.4WLZ 69.487 47.684 1.6LL + 1.4PO 136.192 16.91 1.6LL + 1.4PO + 1.6FLT 136.192 + 1.6FLL 16.91 1.6LL + 1.4PO + -1.6FLT 136.192 + 1.6FLL 16.91 1.6LL + 1.4PO + 1.6FLT 136.192 + -1.6FLL 16.91 1.6LL + 1.4PO + -1.6FLT 136.192 + -1.6FLL 16.91 1.2LL + 1.2PO + 1.2FLT 116.736 + 1.2FLL + 1.2WLX 14.494 1.2LL + 1.2PO + -1.2FLT 116.736 + 1.2FLL + 1.2WLX 14.494 1.2LL + 1.2PO + 1.2FLT 116.736 + -1.2FLL + 1.2WLX 14.494 1.2LL + 1.2PO + -1.2FLT 116.736 + -1.2FLL + 14.494 1.2WLX 1.2LL + 1.2PO + 1.2FLT 116.736 + 1.2FLL + -1.2WLX 14.494 1.2LL + 1.2PO + -1.2FLT 116.736 + 1.2FLL + -1.2WLX 14.494 1.2LL + 1.2PO + 1.2FLT 116.736 + -1.2FLL + -1.2WLX 14.494 1.2LL + 1.2PO + -1.2FLT 116.736 + -1.2FLL + 14.494 -1.2WLX 1.2LL + 1.2PO + 1.2FLT 116.736 + 1.2FLL + 1.2WLZ 14.494 1.2LL + 1.2PO + -1.2FLT 116.736 + 1.2FLL + 1.2WLZ 14.494 1.2LL + 1.2PO + 1.2FLT 116.736 + -1.2FLL + 1.2WLZ 14.494 1.2LL + 1.2PO + -1.2FLT 116.736 + -1.2FLL + 14.494 1.2WLZ 1.2LL + 1.2PO + 1.2FLT 116.736 + 1.2FLL + -1.2WLZ 14.494 1.2LL + 1.2PO + -1.2FLT 116.736 + 1.2FLL + -1.2WLZ 14.494 1.2LL + 1.2PO + 1.2FLT 116.736 + -1.2FLL + -1.2WLZ 14.494 1.2LL + 1.2PO + -1.2FLT 116.736 + -1.2FLL + 14.494 -1.2WLZ LL + 1.2PO + 1.2FLT + 116.736 1.2FLL + EQX14.494 LL + 1.2PO + -1.2FLT 116.736 + 1.2FLL + EQX 14.494 LL + 1.2PO + 1.2FLT + 116.736 -1.2FLL + EQX 14.494
Max Z Bearing kN/sq m
Min Z Bearing kN/sq m
61.119 61.119 61.119 61.119 61.119 78.184 78.184 78.184 78.184 78.184 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015
56.052 56.052 56.052 56.052 56.052 74.918 74.918 74.918 74.918 74.918 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216
kN kN kN kN kN
Page 107 of 133
DETAIL REPORT FOR F6 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + +
LL + 1.2PO + -1.2FLT 116.736 + -1.2FLL + EQX 14.494 LL + 1.2PO + 1.2FLT + 116.736 1.2FLL + -1EQX 14.494 LL + 1.2PO + -1.2FLT 116.736 + 1.2FLL + -1EQX 14.494 LL + 1.2PO + 1.2FLT + 116.736 -1.2FLL + -1EQX 14.494 LL + 1.2PO + -1.2FLT 116.736 + -1.2FLL + -1EQX 14.494 LL + 1.2PO + 1.2FLT + 116.736 1.2FLL + EQZ14.494 LL + 1.2PO + -1.2FLT 116.736 + 1.2FLL + EQZ 14.494 LL + 1.2PO + 1.2FLT + 116.736 -1.2FLL + EQZ 14.494 LL + 1.2PO + -1.2FLT 116.736 + -1.2FLL + EQZ 14.494 LL + 1.2PO + 1.2FLT + 116.736 1.2FLL + -1EQZ 14.494 LL + 1.2PO + -1.2FLT 116.736 + 1.2FLL + -1EQZ 14.494 LL + 1.2PO + 1.2FLT + 116.736 -1.2FLL + -1EQZ 14.494 LL + 1.2PO + -1.2FLT 116.736 + -1.2FLL + -1EQZ 14.494 1.4PT 67.96 47.368 1.2PT + 0.72WLX 58.252 40.601 1.2PT + -0.72WLX 58.252 40.601 1.2PT + 0.72WLZ 58.252 40.601 1.2PT + -0.72WLZ 58.252 40.601
67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 67.015 60.063 51.483 51.483 51.483 51.483
64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 64.216 55.265 47.37 47.37 47.37 47.37
Page 108 of 133
DETAIL REPORT FOR F6 BEAM SHEAR STRESS - X DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Shear Crit Sect kN
Shear Stress N/sq mm
1.4PE 0.55 -10.216 0.051 1.4PE + 1.4WLX 0.55 -10.216 0.051 1.4PE + -1.4WLX 0.55 -10.216 0.051 1.4PE + 1.4WLZ 0.55 -10.216 0.051 1.4PE + -1.4WLZ 0.55 -10.216 0.051 1.6LL + 1.4PO 0.55 -34.742 0.174 1.6LL + 1.4PO 0.55 + 1.6FLT -34.742 + 1.6FLL 0.174 1.6LL + 1.4PO 0.55 + -1.6FLT -34.742 + 1.6FLL 0.174 1.6LL + 1.4PO 0.55 + 1.6FLT -34.742 + -1.6FLL 0.174 1.6LL + 1.4PO 0.55 + -1.6FLT -34.742 + -1.6FLL 0.174 1.2LL + 1.2PO 0.55 + 1.2FLT -29.779 + 1.2FLL + 1.2WLX 0.149 1.2LL + 1.2PO 0.55 + -1.2FLT -29.779 + 1.2FLL + 1.2WLX 0.149 1.2LL + 1.2PO 0.55 + 1.2FLT -29.779 + -1.2FLL + 1.2WLX 0.149 1.2LL + 1.2PO 0.55 + -1.2FLT -29.779 + -1.2FLL + 1.2WLX 0.149 1.2LL + 1.2PO 0.55 + 1.2FLT -29.779 + 1.2FLL + -1.2WLX 0.149 1.2LL + 1.2PO 0.55 + -1.2FLT -29.779 + 1.2FLL + -1.2WLX 0.149 1.2LL + 1.2PO 0.55 + 1.2FLT -29.779 + -1.2FLL + -1.2WLX 0.149 1.2LL + 1.2PO 0.55 + -1.2FLT -29.779 + -1.2FLL + -1.2WLX 0.149 1.2LL + 1.2PO 0.55 + 1.2FLT -29.779 + 1.2FLL + 1.2WLZ 0.149 1.2LL + 1.2PO 0.55 + -1.2FLT -29.779 + 1.2FLL + 1.2WLZ 0.149 1.2LL + 1.2PO 0.55 + 1.2FLT -29.779 + -1.2FLL + 1.2WLZ 0.149 1.2LL + 1.2PO 0.55 + -1.2FLT -29.779 + -1.2FLL + 1.2WLZ 0.149 1.2LL + 1.2PO 0.55 + 1.2FLT -29.779 + 1.2FLL + -1.2WLZ 0.149 1.2LL + 1.2PO 0.55 + -1.2FLT -29.779 + 1.2FLL + -1.2WLZ 0.149 1.2LL + 1.2PO 0.55 + 1.2FLT -29.779 + -1.2FLL + -1.2WLZ 0.149 1.2LL + 1.2PO 0.55 + -1.2FLT -29.779 + -1.2FLL + -1.2WLZ 0.149 LL + 1.2PO + 0.55 1.2FLT +-29.779 1.2FLL + EQX 0.149 LL + 1.2PO + 0.55 -1.2FLT -29.779 + 1.2FLL + EQX0.149 LL + 1.2PO + 0.55 1.2FLT +-29.779 -1.2FLL + EQX0.149 LL + 1.2PO + 0.55 -1.2FLT -29.779 + -1.2FLL + EQX0.149 LL + 1.2PO + 0.55 1.2FLT +-29.779 1.2FLL + -1EQX 0.149 LL + 1.2PO + 0.55 -1.2FLT -29.779 + 1.2FLL + -1EQX 0.149 LL + 1.2PO + 0.55 1.2FLT +-29.779 -1.2FLL + -1EQX 0.149 LL + 1.2PO + 0.55 -1.2FLT -29.779 + -1.2FLL + -1EQX 0.149 LL + 1.2PO + 0.55 1.2FLT +-29.779 1.2FLL + EQZ 0.149 LL + 1.2PO + 0.55 -1.2FLT -29.779 + 1.2FLL + EQZ0.149 LL + 1.2PO + 0.55 1.2FLT +-29.779 -1.2FLL + EQZ0.149 LL + 1.2PO + 0.55 -1.2FLT -29.779 + -1.2FLL + EQZ0.149 LL + 1.2PO + 0.55 1.2FLT +-29.779 1.2FLL + -1EQZ 0.149 LL + 1.2PO + 0.55 -1.2FLT -29.779 + 1.2FLL + -1EQZ 0.149 LL + 1.2PO + 0.55 1.2FLT +-29.779 -1.2FLL + -1EQZ 0.149 LL + 1.2PO + 0.55 -1.2FLT -29.779 + -1.2FLL + -1EQZ 0.149 1.4PT 0.55 -9.869 0.049 1.2PT + 0.72WLX 0.55 -8.459 0.042 1.2PT + -0.72WLX 0.55 -8.459 0.042 1.2PT + 0.72WLZ 0.55 -8.459 0.042 1.2PT + -0.72WLZ 0.55 -8.459 0.042
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613
0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55
-10.216 -10.216 -10.216 -10.216 -10.216 -34.742 -34.742 -34.742 -34.742 -34.742 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -29.779 -9.869 -8.459 -8.459 -8.459 -8.459
0.051 0.051 0.051 0.051 0.051 0.174 0.174 0.174 0.174 0.174 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.149 0.049 0.042 0.042 0.042 0.042
0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613 0.613
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
0.9 0.9 0.9 0.9 0.9 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
-5.677 -5.677 -5.677 -5.677 -5.677 8.251 8.251 8.251 8.251 8.251 7.072 7.072 7.072 7.072 7.072 7.072 7.072
0.019 0.019 0.019 0.019 0.019 0.028 0.028 0.028 0.028 0.028 0.024 0.024 0.024 0.024 0.024 0.024 0.024
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
BEAM SHEAR STRESS - Z DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + +
1.4PE 1.4PE 1.4PE 1.4PE 1.4PE 1.6LL 1.6LL 1.6LL 1.6LL 1.6LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL
+ + + + + + + + + + + + + + + +
0.9 1.4WLX 0.9 -1.4WLX 0.9 1.4WLZ 0.9 -1.4WLZ 0.9 1.4PO0.1 1.4PO0.1 + 1.4PO0.1 + 1.4PO0.1 + 1.4PO0.1 + 1.2PO0.1 + 1.2PO0.1 + 1.2PO0.1 + 1.2PO0.1 + 1.2PO0.1 + 1.2PO0.1 + 1.2PO0.1 +
Shear Crit Sect kN
Shear Stress N/sq mm
-5.677 0.019 -5.677 0.019 -5.677 0.019 -5.677 0.019 -5.677 0.019 8.251 0.028 1.6FLT 8.251 + 1.6FLL 0.028 -1.6FLT8.251 + 1.6FLL 0.028 1.6FLT 8.251 + -1.6FLL 0.028 -1.6FLT8.251 + -1.6FLL 0.028 1.2FLT 7.072 + 1.2FLL + 1.2WLX 0.024 -1.2FLT7.072 + 1.2FLL + 1.2WLX 0.024 1.2FLT 7.072 + -1.2FLL + 1.2WLX 0.024 -1.2FLT7.072 + -1.2FLL + 1.2WLX 0.024 1.2FLT 7.072 + 1.2FLL + -1.2WLX 0.024 -1.2FLT7.072 + 1.2FLL + -1.2WLX 0.024 1.2FLT 7.072 + -1.2FLL + -1.2WLX 0.024
Page 109 of 133
DETAIL REPORT FOR F6 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2LL + 1.2PO0.1 + -1.2FLT7.072 + -1.2FLL + -1.2WLX 0.024 1.2LL + 1.2PO0.1 + 1.2FLT 7.072 + 1.2FLL + 1.2WLZ 0.024 1.2LL + 1.2PO0.1 + -1.2FLT7.072 + 1.2FLL + 1.2WLZ 0.024 1.2LL + 1.2PO0.1 + 1.2FLT 7.072 + -1.2FLL + 1.2WLZ 0.024 1.2LL + 1.2PO0.1 + -1.2FLT7.072 + -1.2FLL + 1.2WLZ 0.024 1.2LL + 1.2PO0.1 + 1.2FLT 7.072 + 1.2FLL + -1.2WLZ 0.024 1.2LL + 1.2PO0.1 + -1.2FLT7.072 + 1.2FLL + -1.2WLZ 0.024 1.2LL + 1.2PO0.1 + 1.2FLT 7.072 + -1.2FLL + -1.2WLZ 0.024 1.2LL + 1.2PO0.1 + -1.2FLT7.072 + -1.2FLL + -1.2WLZ 0.024 LL + 1.2PO +0.1 1.2FLT + 7.072 1.2FLL + EQX 0.024 LL + 1.2PO +0.1 -1.2FLT + 7.072 1.2FLL + EQX0.024 LL + 1.2PO +0.1 1.2FLT + 7.072 -1.2FLL + EQX0.024 LL + 1.2PO +0.1 -1.2FLT + 7.072 -1.2FLL + EQX0.024 LL + 1.2PO +0.1 1.2FLT + 7.072 1.2FLL + -1EQX 0.024 LL + 1.2PO +0.1 -1.2FLT + 7.072 1.2FLL + -1EQX 0.024 LL + 1.2PO +0.1 1.2FLT + 7.072 -1.2FLL + -1EQX 0.024 LL + 1.2PO +0.1 -1.2FLT + 7.072 -1.2FLL + -1EQX 0.024 LL + 1.2PO +0.1 1.2FLT + 7.072 1.2FLL + EQZ 0.024 LL + 1.2PO +0.1 -1.2FLT + 7.072 1.2FLL + EQZ0.024 LL + 1.2PO +0.1 1.2FLT + 7.072 -1.2FLL + EQZ0.024 LL + 1.2PO +0.1 -1.2FLT + 7.072 -1.2FLL + EQZ0.024 LL + 1.2PO +0.1 1.2FLT + 7.072 1.2FLL + -1EQZ 0.024 LL + 1.2PO +0.1 -1.2FLT + 7.072 1.2FLL + -1EQZ 0.024 LL + 1.2PO +0.1 1.2FLT + 7.072 -1.2FLL + -1EQZ 0.024 LL + 1.2PO +0.1 -1.2FLT + 7.072 -1.2FLL + -1EQZ 0.024 1.4PT 0.9 -5.521 0.018 1.2PT + 0.72WLX 0.9 -4.732 0.016 1.2PT + -0.72WLX 0.9 -4.732 0.016 1.2PT + 0.72WLZ 0.9 -4.732 0.016 1.2PT + -0.72WLZ 0.9 -4.732 0.016
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.9 0.9 0.9 0.9 0.9
7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 7.072 -5.521 -4.732 -4.732 -4.732 -4.732
0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.024 0.018 0.016 0.016 0.016 0.016
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
Page 110 of 133
DETAIL REPORT FOR F6 ALLOWABLE BEAM SHEAR STRESS - X DIRECTION - FACTORED LOAD COMBINATION 1 AT A CRITICAL SECTION Concrete comp strength = Approx effective depth = Footing width = Footing thickness = Shear strength reduction factor = Critical section location = Footing steel area = Footing steel ratio percent = Reinft partial safety factor = Allowable shear stress =
fc' = 40 N/sq mm d= 200 mm Lz = 1 m Df = 0.3 m f= 0.8 l= 0.55 m As = 679 sq mm Rw = 100*As/bvd = 0.34 Ym = 1.25 0.79*((100*As/bv*d)^(1/3))*((400/d)^(1/4))*((fc'/25)^(1/3))/Ym 0.613 N/sq mm = fvc =
Note: Allowable shear stress with enhancement may apply depending on the shear section location.
Page 111 of 133
Dimensional Solutions Mat3D Foundation Name Designed By:
Version F8 LITWIN PEL
5.8.0
Engineer
MCA
Date Time Checker
9/11/2012 10:15:12 AM VBE
Filename:
DETAIL REPORT FOR F8 PROJECT INFORMATION Project Name: Project Number: Client: Project Location Foundation Description
DESIGN CODE
PWRI UPGRADE AT BAB CL-5, CL-15, CL-16 P11452 ADCO ABU DHABI F8
BSI 8110 - 1997
INPUT UNITS
SI
CONCRETE PARAMETERS: Compressive Strength (N/sq mm) Unit Weight (kN/cu m) Pier Concrete Cover - X Dir (mm) Pier Concrete Cover - Z Dir (mm) Footing Side Concrete Cover - X Dir (mm) Footing Side Concrete Cover - Z Dir (mm) Footing Top Concrete Cover (mm) Footing Bottom Concrete Cover - X Dir (mm)
OUTPUT UNITS
REINFORCING STEEL PARAMETERS: 40 24 75 75 75 75 75 75
Yield Strength (N/sq mm) Unit Weight (kN/cu m) Modulus of Elasticity (kN/sq mm) Pier Min Rebar Spacing (mm) Footing Min Rebar Spacing (mm) Footing Max Rebar Spacing (mm)
SOIL PARAMETERS:
REBAR PARAMETERS:
Unit Weight (kN/cu m) 18 Allowable Net Bearing Capacity (kN/sq m) 150 Bearing Capacity Method Linear Soil Pressure Soil Type Granular ive Pressure Coefficient Kp 3 Soil To Concrete Friction f 0.3 Allowable Increase in Soil Pressure due to Short Term Loads (%) Wind 0 Earthquake 0 Test Min Stability Ratio 1.5 Safety Factor against Lateral Forces 1.5
Max Long Bar Size Min Long Bar Size Max Tie Bar Size Min Tie Bar Size Max Ftg Bar Size Min Ftg Bar Size Temp & Shrinkage Steel Ratio
MINIMUM FOUNDATION CRITERIA: Depth of Footing Below Grade (mm) Minimum Soil Cover (mm) Grade Elevation (mm)
SI
460 78 200 100 100 300
20 16 12 10 25 10 0.0018
0
BUOYANCY CRITERIA: 1200 700 100
Consider Buoyancy: Consider soil for buoyancy: Water table below grade (mm)
No No 3000
Page 112 of 133
DETAIL REPORT FOR F8 APPLIED LOADS P1 Load Case
1 - Dead 2 - DL 3 - LL 4 - PE 5 - PO 6 - PT 7 - FLT 8 - FLL 9 - WLX 10 - WLZ 11 - EQX 12 - EQZ
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 0.00 14.50 20.00 23.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 1.45 2.00 2.30 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 1.45 2.00 2.30 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 0.00 14.50 20.00 23.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 1.45 2.00 2.30 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 1.45 2.00 2.30 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
P2 Load Case
1 - Dead 2 - DL 3 - LL 4 - PE 5 - PO 6 - PT 7 - FLT 8 - FLL 9 - WLX 10 - WLZ 11 - EQX 12 - EQZ
Page 113 of 133
DETAIL REPORT FOR F8 UNFACTORED (ALLOWABLE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
1 - Dead + DL + PE 0.00 2 - Dead + DL + PE + WLX 0.00 3 - Dead + DL + PE + -1WLX 0.00 4 - Dead + DL + PE + WLZ 0.00 5 - Dead + DL + PE + -1WLZ 0.00 6 - Dead + DL + LL + PO 14.50 7 - Dead + DL + LL + PO + FLT + FLL 37.50 8 - Dead + DL + LL + PO + -1FLT + FLL -8.50 9 - Dead + DL + LL + PO + FLT + -1FLL 37.50 10 - Dead + DL + LL + PO + -1FLT + -1FLL -8.50 11 - Dead + DL + LL + PO + FLT + FLL + WLX 37.50 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX -8.50 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 37.50 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX -8.50 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 37.50 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX -8.50 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 37.50 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX -8.50 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 37.50 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ -8.50 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 37.50 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ -8.50 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 37.50 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ -8.50 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 37.50 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ -8.50 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 37.50 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX -8.50 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 37.50 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX -8.50 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 37.50 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX -8.50 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 37.50 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX-8.50 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 37.50 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ -8.50 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 37.50 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ -8.50 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 37.50 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ -8.50 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 37.50 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ-8.50 43 - Dead + DL + PT 20.00 44 - Dead + DL + PT + 0.6WLX 20.00 45 - Dead + DL + PT + -0.6WLX 20.00 46 - Dead + DL + PT + 0.6WLZ 20.00 47 - Dead + DL + PT + -0.6WLZ 20.00
0.00 0.00 0.00 0.00 0.00 1.45 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 1.45 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 114 of 133
DETAIL REPORT FOR F8 P2 Load Comb
Axial (kN)
Shear X (kN)
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
1 - Dead + DL + PE 0.00 2 - Dead + DL + PE + WLX 0.00 3 - Dead + DL + PE + -1WLX 0.00 4 - Dead + DL + PE + WLZ 0.00 5 - Dead + DL + PE + -1WLZ 0.00 6 - Dead + DL + LL + PO 14.50 7 - Dead + DL + LL + PO + FLT + FLL 37.50 8 - Dead + DL + LL + PO + -1FLT + FLL -8.50 9 - Dead + DL + LL + PO + FLT + -1FLL 37.50 10 - Dead + DL + LL + PO + -1FLT + -1FLL -8.50 11 - Dead + DL + LL + PO + FLT + FLL + WLX 37.50 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX -8.50 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 37.50 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX -8.50 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 37.50 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX -8.50 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 37.50 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX -8.50 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 37.50 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ -8.50 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 37.50 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ -8.50 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 37.50 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ -8.50 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 37.50 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ -8.50 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 37.50 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX -8.50 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 37.50 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX -8.50 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 37.50 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX -8.50 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 37.50 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX-8.50 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 37.50 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ -8.50 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 37.50 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ -8.50 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 37.50 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ -8.50 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 37.50 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ-8.50 43 - Dead + DL + PT 20.00 44 - Dead + DL + PT + 0.6WLX 20.00 45 - Dead + DL + PT + -0.6WLX 20.00 46 - Dead + DL + PT + 0.6WLZ 20.00 47 - Dead + DL + PT + -0.6WLZ 20.00
0.00 0.00 0.00 0.00 0.00 1.45 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 1.45 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 3.75 -0.85 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 115 of 133
DETAIL REPORT FOR F8 FACTORED (ULTIMATE) LOAD COMBINATIONS
P1 Load Comb
Axial (kN)
Shear X (kN)
1 - 1.4Dead + 1.4DL + 1.4PE 0.00 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.00 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.00 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.00 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.00 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 20.30 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 57.10 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL-16.50 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 57.10 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL -16.50 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL45.00 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -10.20 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL45.00 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL45.00 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -10.20 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL45.00 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL45.00 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -10.20 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL45.00 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL45.00 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -10.20 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL45.00 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 45.00 EQX 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -10.20 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +45.00 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 45.00 -1EQX 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -10.20 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +45.00 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 45.00 EQZ 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -10.20 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +45.00 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 45.00 -1EQZ 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -10.20 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +45.00 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 28.00 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 24.00 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 24.00 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 24.00 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 24.00
0.00 0.00 0.00 0.00 0.00 2.03 5.71 -1.65 5.71 -1.65 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 2.80 2.40 2.40 2.40 2.40
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 2.03 5.71 -1.65 5.71 -1.65 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 2.80 2.40 2.40 2.40 2.40
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 116 of 133
DETAIL REPORT FOR F8 P2 Load Comb
Axial (kN)
Shear X (kN)
1 - 1.4Dead + 1.4DL + 1.4PE 0.00 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.00 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.00 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.00 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.00 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 20.30 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 57.10 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL-16.50 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 57.10 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL -16.50 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL45.00 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -10.20 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL45.00 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL45.00 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -10.20 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL45.00 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL45.00 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -10.20 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL45.00 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL45.00 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL -10.20 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL45.00 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 45.00 EQX 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -10.20 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +45.00 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 45.00 -1EQX 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -10.20 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +45.00 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 45.00 EQZ 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -10.20 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +45.00 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 45.00 -1EQZ 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -10.20 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +45.00 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL -10.20 + -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 28.00 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 24.00 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 24.00 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 24.00 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 24.00
0.00 0.00 0.00 0.00 0.00 2.03 5.71 -1.65 5.71 -1.65 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 2.80 2.40 2.40 2.40 2.40
Mom Z (kN m)
Shear Z (kN)
Mom X (kN m)
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 2.03 5.71 -1.65 5.71 -1.65 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 4.50 -1.02 2.80 2.40 2.40 2.40 2.40
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page 117 of 133
DETAIL REPORT FOR F8 BEARING CAPACITY - LINEAR SOIL PRESSURE METHOD Load Comb
Max Pressure (kN/sq m)
All Pressure (kN/sq m)
Ecc Z Dir (cm)
Ecc X Dir (cm)
Moment Z axis (kN-m)
Moment X axis (kN-m)
1 - Dead + DL + PE 25.58 2 - Dead + DL + PE + WLX 25.58 3 - Dead + DL + PE + -1WLX 25.58 4 - Dead + DL + PE + WLZ 25.58 5 - Dead + DL + PE + -1WLZ 25.58 6 - Dead + DL + LL + PO 74.68 7 - Dead + DL + LL + PO + FLT + FLL 152.58 8 - Dead + DL + LL + PO + -1FLT + FLL 31.81 9 - Dead + DL + LL + PO + FLT + -1FLL 152.58 10 - Dead + DL + LL + PO + -1FLT + -1FLL 31.81 11 - Dead + DL + LL + PO + FLT + FLL + WLX 152.58 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 31.81 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 152.58 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 31.81 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 152.58 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 31.81 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 152.58 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 31.81 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 152.58 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 31.81 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 152.58 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 31.81 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 152.58 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 31.81 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 152.58 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 31.81 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 152.58 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 31.81 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 152.58 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX31.81 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 152.58 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 31.81 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX152.58 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX31.81 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 152.58 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 31.81 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 152.58 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 31.81 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 152.58 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 31.81 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 152.58 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ31.81 43 - Dead + DL + PT 93.31 44 - Dead + DL + PT + 0.6WLX 93.31 45 - Dead + DL + PT + -0.6WLX 93.31 46 - Dead + DL + PT + 0.6WLZ 93.31 47 - Dead + DL + PT + -0.6WLZ 93.31
171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60
0.00 0.00 0.00 0.00 0.00 6.03 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 7.15 7.15 7.15 7.15 7.15
0.00 0.00 0.00 0.00 0.00 6.03 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 9.26 11.14 7.15 7.15 7.15 7.15 7.15
0.00 0.00 0.00 0.00 0.00 4.06 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 5.60 5.60 5.60 5.60 5.60
0.00 0.00 0.00 0.00 0.00 4.06 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 10.50 2.38 5.60 5.60 5.60 5.60 5.60
Rem
Page 118 of 133
DETAIL REPORT FOR F8 STABILITY RATIO / SLIDING SAFETY FACTOR Load Comb
S.R. Z Dir
S.R. X Dir
All S.R.
Sliding FS - Z
Sliding FS - X
All FS
1 - Dead + DL + PE 100.00 2 - Dead + DL + PE + WLX 100.00 3 - Dead + DL + PE + -1WLX 100.00 4 - Dead + DL + PE + WLZ 100.00 5 - Dead + DL + PE + -1WLZ 100.00 6 - Dead + DL + LL + PO 16.59 7 - Dead + DL + LL + PO + FLT + FLL 10.80 8 - Dead + DL + LL + PO + -1FLT + FLL 1.98 9 - Dead + DL + LL + PO + FLT + -1FLL 10.80 10 - Dead + DL + LL + PO + -1FLT + -1FLL 1.98 11 - Dead + DL + LL + PO + FLT + FLL + WLX 10.80 12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 1.98 13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 10.80 14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 1.98 15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 10.80 16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 1.98 17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 10.80 18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 1.98 19 - Dead + DL + LL + PO + FLT + FLL + WLZ 10.80 20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 1.98 21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 10.80 22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 1.98 23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 10.80 24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 1.98 25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 10.80 26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 1.98 27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 10.80 28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 1.98 29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 10.80 30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX 1.98 31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 10.80 32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 1.98 33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 10.80 34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX 1.98 35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 10.80 36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 1.98 37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 10.80 38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 1.98 39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 10.80 40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 1.98 41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 10.80 42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ 1.98 43 - Dead + DL + PT 13.99 44 - Dead + DL + PT + 0.6WLX 13.99 45 - Dead + DL + PT + -0.6WLX 13.99 46 - Dead + DL + PT + 0.6WLZ 13.99 47 - Dead + DL + PT + -0.6WLZ 13.99
100.00 100.00 100.00 100.00 100.00 6.22 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 4.05 1.64 5.25 5.25 5.25 5.25 5.25
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
100.00 100.00 100.00 100.00 100.00 11.37 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 6.24 11.27 9.07 9.07 9.07 9.07 9.07
100.00 100.00 100.00 100.00 100.00 18.70 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 9.07 23.78 14.38 14.38 14.38 14.38 14.38
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
Remarks
Page 119 of 133
DETAIL REPORT FOR F8 FOOTING DESIGN INFORMATION X Dim (mm) Z Dim (mm) Thickness (mm)
750.00 2000.00 300.00
Top Steel Governing Combination
No of Bars
10. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 13 9. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 5
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
Moment (kN m/m)
12 12
150 150
7.35 7.54
0.05 1.19
0 -10
Bar Size (mm)
Bar Spac (mm)
Area Prov (sq cm/m)
Area Req (sq cm/m)
(kN m/m)
12 12
150 150
7.35 7.54
5.4 5.4
2 4
Rem
Direction
X Z
Bottom Steel Governing Combination
No of Bars
9. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 9. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL
13 5
PUNCHING SHEAR P1 Control Comb
Net Ult Load (kN)
Punch. Stress (N/sq mm)
All Stress (N/sq mm)
9. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 5.94
0.03
0.63
Net Ult Load (kN)
Punch. Stress (N/sq mm)
All Stress (N/sq mm)
9. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 17.81
0.09
0.63
P2 Control Comb
Rem
Moment
Direction
X Z
Page 120 of 133
DETAIL REPORT FOR F8 MAXIMUM SHEAR - X DIRECTION Load Comb
Left Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 0.18 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.18 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.18 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.18 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.18 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.58 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.58 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.58 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.58 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.58 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.58 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.58 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.58 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.58 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.58 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.58 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.58 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.58 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.58 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.58 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.58 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.58 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.58 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.58 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.58 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.58 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 0.58 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.58 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.58 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.58 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 0.58 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.58 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.58 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.58 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 0.58 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.58 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.58 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.58 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 0.58 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.58 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.58 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.58 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 0.58 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.58 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.58 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.58 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.58
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
2.76 2.76 2.76 2.76 2.76 -20.37 -52.29 9.77 -52.29 9.77 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -41.40 6.48 -27.05 -23.18 -23.18 -23.18 -23.18
0.01 0.01 0.01 0.01 0.01 0.05 0.13 0.02 0.13 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.07 0.06 0.06 0.06 0.06
0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63
Rem
Page 121 of 133
DETAIL REPORT FOR F8 MAXIMUM SHEAR - Z DIRECTION Load Comb
Bottom Dist (m)
1 - 1.4Dead + 1.4DL + 1.4PE 0.80 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.80 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.80 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.80 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.80 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.80 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.80 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.80 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.80 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.80 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.80 + 1.2WLX 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.80 + 1.2WLX 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.80 + 1.2WLX 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.80 + 1.2WLX 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.80 + -1.2WLX 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.80 + -1.2WLX 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.80 + -1.2WLX 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.80 + -1.2WLX 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.80 + 1.2WLZ 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.80 + 1.2WLZ 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.80 + 1.2WLZ 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.80 + 1.2WLZ 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL 0.80 + -1.2WLZ 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL 0.80 + -1.2WLZ 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL 0.80 + -1.2WLZ 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL0.80 + -1.2WLZ 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX 0.80 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.80 EQX 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.80 EQX 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.80 EQX 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX 0.80 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.80 -1EQX 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.80 -1EQX 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.80 -1EQX 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ 0.80 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.80 EQZ 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.80 EQZ 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.80 EQZ 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ 0.80 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + 0.80 -1EQZ 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + 0.80 -1EQZ 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +0.80 -1EQZ 43 - 1.4Dead + 1.4DL + 1.4PT 0.80 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.80 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.80 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.80 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.80
Max Shear (kN)
Shear Stress (N/sq mm)
All Stress (N/sq mm)
-1.18 -1.18 -1.18 -1.18 -1.18 -9.34 -24.11 5.44 -24.11 5.44 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -19.09 3.08 -12.43 -10.65 -10.65 -10.65 -10.65
0.01 0.01 0.01 0.01 0.01 0.06 0.16 0.04 0.16 0.04 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.13 0.02 0.08 0.07 0.07 0.07 0.07
0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64
Rem
Page 122 of 133
DETAIL REPORT FOR F8 PIER/BASE PLATE DESIGN INFORMATION X Dim (mm) Z Dim (mm) Height above grade (mm) X Offset (mm) Z Offset (mm) Requested Reinft. Ratio Provided Reinft. Ratio Long Bar Size (mm) Bars in X Dir Bars in Z Dir Total Long Bars Tie Bar Size (mm) Total No. of Ties Major Tie Spacing (mm)
P1 400.00 400.00 200.00 375.00 1600.00 0.0018 0.0101 16 3 3 8 12 9 150
P2 400.00 400.00 200.00 375.00 400.00 0.0018 0.0101 16 3 3 8 12 9 150
Page 123 of 133
DETAIL REPORT FOR F8 PIER ULTIMATE LOAD CAPACITIES
P1 Load Comb
Axial Load (kN)
Axial Capa. (kN)
Mom X
Mom X Capa (kN m)
Mom Z
(kN m)
(kN m)
Mom Z Capa (kN m)
1 - 1.4Dead + 1.4DL + 1.4PE 5.91 5.97 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 5.91 5.97 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 5.91 5.97 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 5.91 5.97 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 5.91 5.97 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 26.21 1376.89 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 63.01 1179.35 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL-10.59 -309.26 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 63.01 1179.35 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL -10.59 -309.26 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL50.07 + 1.2WLX 1189.12 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-5.13 + 1.2WLX -5.18 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL50.07 + 1.2WLX 1189.12 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -5.13 + 1.2WLX -5.18 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL50.07 + -1.2WLX 1189.12 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-5.13 + -1.2WLX -5.18 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL50.07 + -1.2WLX 1189.12 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -5.13 + -1.2WLX -5.18 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL50.07 + 1.2WLZ 1189.12 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-5.13 + 1.2WLZ -5.18 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL50.07 + 1.2WLZ 1189.12 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -5.13 + 1.2WLZ -5.18 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL50.07 + -1.2WLZ 1189.12 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-5.13 + -1.2WLZ -5.18 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL50.07 + -1.2WLZ 1189.12 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -5.13 + -1.2WLZ -5.18 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 50.07 EQX 1189.12 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-5.13 EQX -5.18 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +50.07 EQX 1189.12 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-5.13 EQX -5.18 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 50.07 -1EQX 1189.12 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-5.13 -1EQX -5.18 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +50.07 -1EQX 1189.12 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-5.13 -1EQX -5.18 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 50.07 EQZ 1189.12 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-5.13 EQZ -5.18 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +50.07 EQZ 1189.12 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-5.13 EQZ -5.18 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 50.07 -1EQZ 1189.12 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-5.13 -1EQZ -5.18 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +50.07 -1EQZ 1189.12 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-5.13 -1EQZ -5.18 43 - 1.4Dead + 1.4DL + 1.4PT 33.91 1294.15 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 29.07 1294.15 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 29.07 1294.15 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 29.07 1294.15 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 29.07 1294.15
0.12 0.12 0.12 0.12 0.12 2.23 6.28 1.82 6.28 1.82 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 3.08 2.64 2.64 2.64 2.64
118.59 118.59 118.59 118.59 118.59 115.74 115.57 53.15 115.57 53.15 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.82 115.82 115.82 115.82 115.82
0.12 0.12 0.12 0.12 0.12 2.23 6.28 1.82 6.28 1.82 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 3.08 2.64 2.64 2.64 2.64
118.59 118.59 118.59 118.59 118.59 115.74 115.57 53.15 115.57 53.15 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.82 115.82 115.82 115.82 115.82
Rem
Page 124 of 133
DETAIL REPORT FOR F8 P2 Load Comb
Axial Load (kN)
Axial Capa. (kN)
Mom X
Mom Z
(kN m)
Mom X Capa (kN m)
(kN m)
Mom Z Capa (kN m)
1 - 1.4Dead + 1.4DL + 1.4PE 5.91 5.97 2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 5.91 5.97 3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 5.91 5.97 4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 5.91 5.97 5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 5.91 5.97 6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 26.21 1376.89 7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 63.01 1179.35 8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL-10.59 -309.26 9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 63.01 1179.35 10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL -10.59 -309.26 11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL50.07 + 1.2WLX 1189.12 12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-5.13 + 1.2WLX -5.18 13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL50.07 + 1.2WLX 1189.12 14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -5.13 + 1.2WLX -5.18 15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL50.07 + -1.2WLX 1189.12 16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-5.13 + -1.2WLX -5.18 17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL50.07 + -1.2WLX 1189.12 18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -5.13 + -1.2WLX -5.18 19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL50.07 + 1.2WLZ 1189.12 20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-5.13 + 1.2WLZ -5.18 21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL50.07 + 1.2WLZ 1189.12 22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -5.13 + 1.2WLZ -5.18 23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL50.07 + -1.2WLZ 1189.12 24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL-5.13 + -1.2WLZ -5.18 25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL50.07 + -1.2WLZ 1189.12 26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL -5.13 + -1.2WLZ -5.18 27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 50.07 EQX 1189.12 28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-5.13 EQX -5.18 29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +50.07 EQX 1189.12 30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-5.13 EQX -5.18 31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 50.07 -1EQX 1189.12 32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-5.13 -1EQX -5.18 33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +50.07 -1EQX 1189.12 34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-5.13 -1EQX -5.18 35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 50.07 EQZ 1189.12 36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-5.13 EQZ -5.18 37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +50.07 EQZ 1189.12 38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-5.13 EQZ -5.18 39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + 50.07 -1EQZ 1189.12 40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL +-5.13 -1EQZ -5.18 41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL +50.07 -1EQZ 1189.12 42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL +-5.13 -1EQZ -5.18 43 - 1.4Dead + 1.4DL + 1.4PT 33.91 1294.15 44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 29.07 1294.15 45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 29.07 1294.15 46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 29.07 1294.15 47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 29.07 1294.15
0.12 0.12 0.12 0.12 0.12 2.23 6.28 1.82 6.28 1.82 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 3.08 2.64 2.64 2.64 2.64
118.59 118.59 118.59 118.59 118.59 115.74 115.57 53.15 115.57 53.15 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.82 115.82 115.82 115.82 115.82
0.12 0.12 0.12 0.12 0.12 2.23 6.28 1.82 6.28 1.82 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 4.95 1.12 3.08 2.64 2.64 2.64 2.64
118.59 118.59 118.59 118.59 118.59 115.74 115.57 53.15 115.57 53.15 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.61 118.59 115.82 115.82 115.82 115.82 115.82
Rem
Page 125 of 133
DETAIL REPORT FOR F8
Page 126 of 133
DETAIL REPORT FOR F8 SELF WEIGHTS AND APPLIED EXTERNAL LOAD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Load Elem Weight kN
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
8.45 WLX 8.45 -1WLX 8.45 WLZ 8.45 -1WLZ 8.45 PO 8.45 PO + FLT + FLL 8.45 PO + -1FLT + FLL 8.45 PO + FLT + -1FLL 8.45 PO + -1FLT + -1FLL 8.45 PO + FLT + FLL + WLX 8.45 PO + -1FLT + FLL + WLX 8.45 PO + FLT + -1FLL + WLX 8.45 PO + -1FLT + -1FLL + WLX 8.45 PO + FLT + FLL + -1WLX 8.45 PO + -1FLT + FLL + -1WLX 8.45 PO + FLT + -1FLL + -1WLX 8.45 PO + -1FLT + -1FLL + -1WLX 8.45 PO + FLT + FLL + WLZ 8.45 PO + -1FLT + FLL + WLZ8.45 PO + FLT + -1FLL + WLZ8.45 PO + -1FLT + -1FLL + WLZ 8.45 PO + FLT + FLL + -1WLZ8.45 PO + -1FLT + FLL + -1WLZ 8.45 PO + FLT + -1FLL + -1WLZ 8.45 PO + -1FLT + -1FLL + -1WLZ 8.45 PO + FLT + FLL + 0.715EQX 8.45 PO + -1FLT + FLL + 0.715EQX 8.45 PO + FLT + -1FLL + 0.715EQX 8.45 PO + -1FLT + -1FLL + 0.715EQX 8.45 PO + FLT + FLL + -0.715EQX 8.45 PO + -1FLT + FLL + -0.715EQX 8.45 PO + FLT + -1FLL + -0.715EQX 8.45 PO + -1FLT + -1FLL + -0.715EQX 8.45 PO + FLT + FLL + 0.715EQZ 8.45 PO + -1FLT + FLL + 0.715EQZ 8.45 PO + FLT + -1FLL + 0.715EQZ 8.45 PO + -1FLT + -1FLL + 0.715EQZ 8.45 PO + FLT + FLL + -0.715EQZ 8.45 PO + -1FLT + FLL + -0.715EQZ 8.45 PO + FLT + -1FLL + -0.715EQZ 8.45 PO + -1FLT + -1FLL + -0.715EQZ 8.45 8.45 0.6WLX 8.45 -0.6WLX 8.45 0.6WLZ 8.45 -0.6WLZ 8.45
Soil Weight kN
Mat Weight kN
App Axial Load kN
Tot Axial Load kN
Buoyant Load kN
19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12 19.12
10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8
0 0 0 0 0 29 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 75 -17 40 40 40 40 40
38.36 38.36 38.36 38.36 38.36 67.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 113.36 21.36 78.36 78.36 78.36 78.36 78.36
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page 127 of 133
DETAIL REPORT FOR F8 SOIL BEARING RESULTS - LINEAR SOIL PRESSURE METHOD No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Max Bearing kN/sq m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
25.576 WLX 25.576 -1WLX 25.576 WLZ 25.576 -1WLZ 25.576 PO 74.683 PO + FLT + FLL 152.576 PO + -1FLT + FLL 31.807 PO + FLT + -1FLL 152.576 PO + -1FLT + -1FLL 31.807 PO + FLT + FLL + WLX 152.576 PO + -1FLT + FLL + WLX 31.807 PO + FLT + -1FLL + WLX 152.576 PO + -1FLT + -1FLL + 31.807 WLX PO + FLT + FLL + -1WLX 152.576 PO + -1FLT + FLL + -1WLX 31.807 PO + FLT + -1FLL + -1WLX 152.576 PO + -1FLT + -1FLL + 31.807 -1WLX PO + FLT + FLL + WLZ 152.576 PO + -1FLT + FLL + WLZ 31.807 PO + FLT + -1FLL + WLZ 152.576 PO + -1FLT + -1FLL + 31.807 WLZ PO + FLT + FLL + -1WLZ 152.576 PO + -1FLT + FLL + -1WLZ 31.807 PO + FLT + -1FLL + -1WLZ 152.576 PO + -1FLT + -1FLL + 31.807 -1WLZ PO + FLT + FLL + 0.715EQX 152.576 PO + -1FLT + FLL + 0.715EQX 31.807 PO + FLT + -1FLL + 0.715EQX 152.576 PO + -1FLT + -1FLL + 31.807 0.715EQX PO + FLT + FLL + -0.715EQX 152.576 PO + -1FLT + FLL + -0.715EQX 31.807 PO + FLT + -1FLL + -0.715EQX 152.576 PO + -1FLT + -1FLL + 31.807 -0.715EQX PO + FLT + FLL + 0.715EQZ 152.576 PO + -1FLT + FLL + 0.715EQZ 31.807 PO + FLT + -1FLL + 0.715EQZ 152.576 PO + -1FLT + -1FLL + 31.807 0.715EQZ PO + FLT + FLL + -0.715EQZ 152.576 PO + -1FLT + FLL + -0.715EQZ 31.807 PO + FLT + -1FLL + -0.715EQZ 152.576 PO + -1FLT + -1FLL + 31.807 -0.715EQZ 93.309 0.6WLX 93.309 -0.6WLX 93.309 0.6WLZ 93.309 -0.6WLZ 93.309
Min Bearing kN/sq m
X Comp Len m
Z Comp Len m
Area in Comp sq m
% in Comp
25.576 25.576 25.576 25.576 25.576 15.136 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11.176 11.176 11.176 11.176 11.176
0.75 0.75 0.75 0.75 0.75 1.293 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.022 0.934 1.172 1.172 1.172 1.172 1.172
2 2 2 2 2 9.197 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 7.265 6.593 8.331 8.331 8.331 8.331 8.331
1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.468 1.5 1.5 1.5 1.5 1.5
100 100 100 100 100 100 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 99.978 97.867 100 100 100 100 100
BEARING PRESSURE CALCULATION FOR UNFACTORED LOAD COMBINATION 41 Eccentricity condition: Eccentricity - Z direction = Eccentricity - X direction = Total Axial Load = Footing length = Footing width = Mat Area A = Soil overburden = Gross bearing pressure = Net soil bearing =
Biaxial eccentricity Ecc,z = Ecc,x = P= Lx = Lz = Lx * Lz = S= Gbp = Solved by trial and error method Nbp = Gbp - S =
92.622 92.622 113.36 0.75 2 1.5 21.6 152.576 130.976
mm mm kN m m sq m kN/sq m kN/sq m kN/sq m
Page 128 of 133
DETAIL REPORT FOR F8 STABILITY RATIO CALCULATIONS No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
PE PE PE PE PE LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT PT PT PT PT
Overturn Mom - X kNm
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
0 WLX 0 -1WLX 0 WLZ 0 -1WLZ 0 PO 4.06 PO + FLT + FLL 10.5 PO + -1FLT + FLL 8.755 PO + FLT + -1FLL 10.5 PO + -1FLT + -1FLL 8.755 PO + FLT + FLL + WLX 10.5 PO + -1FLT + FLL + WLX 8.755 PO + FLT + -1FLL + WLX 10.5 PO + -1FLT + -1FLL + WLX 8.755 PO + FLT + FLL + -1WLX 10.5 PO + -1FLT + FLL + -1WLX 8.755 PO + FLT + -1FLL + -1WLX 10.5 PO + -1FLT + -1FLL + -1WLX 8.755 PO + FLT + FLL + WLZ 10.5 PO + -1FLT + FLL + WLZ 8.755 PO + FLT + -1FLL + WLZ10.5 PO + -1FLT + -1FLL + WLZ 8.755 PO + FLT + FLL + -1WLZ10.5 PO + -1FLT + FLL + -1WLZ 8.755 PO + FLT + -1FLL + -1WLZ 10.5 PO + -1FLT + -1FLL + -1WLZ 8.755 PO + FLT + FLL + 0.715EQX 10.5 PO + -1FLT + FLL + 0.715EQX 8.755 PO + FLT + -1FLL + 0.715EQX 10.5 PO + -1FLT + -1FLL + 0.715EQX 8.755 PO + FLT + FLL + -0.715EQX 10.5 PO + -1FLT + FLL + -0.715EQX 8.755 PO + FLT + -1FLL + -0.715EQX 10.5 PO + -1FLT + -1FLL + -0.715EQX 8.755 PO + FLT + FLL + 0.715EQZ 10.5 PO + -1FLT + FLL + 0.715EQZ 8.755 PO + FLT + -1FLL + 0.715EQZ 10.5 PO + -1FLT + -1FLL + 0.715EQZ 8.755 PO + FLT + FLL + -0.715EQZ 10.5 PO + -1FLT + FLL + -0.715EQZ 8.755 PO + FLT + -1FLL + -0.715EQZ 10.5 PO + -1FLT + -1FLL + -0.715EQZ 8.755 5.6 0.6WLX 5.6 -0.6WLX 5.6 0.6WLZ 5.6 -0.6WLZ 5.6
Resist Mom - X kNm
SRx
Overturn Mom - Z kNm
Resist Mom - Z kNm
SRz
14.387 14.387 14.387 14.387 14.387 25.262 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 42.512 14.387 29.387 29.387 29.387 29.387 29.387
100 100 100 100 100 6.222 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 4.049 1.643 5.248 5.248 5.248 5.248 5.248
0 0 0 0 0 4.06 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 10.5 19.38 5.6 5.6 5.6 5.6 5.6
38.364 38.364 38.364 38.364 38.364 67.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 113.364 38.364 78.364 78.364 78.364 78.364 78.364
100 100 100 100 100 16.592 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 10.797 1.98 13.994 13.994 13.994 13.994 13.994
Note: Stability ratio values greater than 100 are displayed as 100.
Page 129 of 133
DETAIL REPORT FOR F8 SLIDING RESISTANCE CALCULATION - X DIRECTION - UNFACTORED LOAD COMBINATION 41 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lz = Lx = h= h1 = Y= Yh1 =
2 0.75 0.3 0.9 18 16.2
m m m m kN/cu m kN/sq m
p2 =
Y(h + h1) =
21.6
kN/sq m
R1 =
0.5*Lz*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
11.34 3 0.3 113.36 34.02 34.008 68.028 7.5 9.07
kN
R2 = R3 = R= FS,slid =
kN kN kN kN kN
Note: Sliding factor of safety value greater than 100 is displayed as 100.
SLIDING RESISTANCE CALCULATION - Z DIRECTION - UNFACTORED LOAD COMBINATION 41 Effective footing width = Effective footing length = Footing thickness = Soil cover = Soil unit weight = ive Pressure at the top of the base ive Pressure at the bottom of the base ive resistance ive pressure coeff. Friction coeff. Total Axial Load Total ive resistance Friction resistance Total lateral resistance Total applied lateral load Sliding Factor of Safety
p1 =
Lx = Lz = h= h1 = Y= Yh1 =
0.75 2 0.3 0.9 18 16.2
m m m m kN/cu m kN/sq m
p2 =
Y(h + h1) =
21.6
kN/sq m
R1 =
0.5*Lx*h*(p1+p2) = Kp = u= P= R1*Kp = u*P = R2+R3 = S= R/S =
4.253 3 0.3 113.36 12.759 34.008 46.767 7.5 6.236
kN
R2 = R3 = R= FS,slid =
Note: Sliding factor of safety value greater than 100 is displayed as 100.
FACTORED LOADS - SOIL BEARING VALUES No.
Load Combination
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Max X Bearing kN/sq m
Min X Bearing kN/sq m
1.4PE 35.806 35.806 1.4PE + 1.4WLX 35.806 35.806 1.4PE + -1.4WLX 35.806 35.806 1.4PE + 1.4WLZ 35.806 35.806 1.4PE + -1.4WLZ 35.806 35.806 1.6LL + 1.4PO 93.188 32.558 1.6LL + 1.4PO + 1.6FLT 197.209 + 1.6FLL 26.67 1.6LL + 1.4PO + -1.6FLT 45.441 + 1.6FLL 0 1.6LL + 1.4PO + 1.6FLT 197.209 + -1.6FLL 26.67 1.6LL + 1.4PO + -1.6FLT 45.441 + -1.6FLL 0 1.2LL + 1.2PO + 1.2FLT 157.891 + 1.2FLL + 1.2WLX 23.491 1.2LL + 1.2PO + -1.2FLT 32.323 + 1.2FLL + 1.2WLX 1.859 1.2LL + 1.2PO + 1.2FLT 157.891 + -1.2FLL + 1.2WLX 23.491 1.2LL + 1.2PO + -1.2FLT 32.323 + -1.2FLL + 1.2WLX 1.859 1.2LL + 1.2PO + 1.2FLT 157.891 + 1.2FLL + -1.2WLX 23.491 1.2LL + 1.2PO + -1.2FLT 32.323 + 1.2FLL + -1.2WLX 1.859 1.2LL + 1.2PO + 1.2FLT 157.891 + -1.2FLL + -1.2WLX 23.491 1.2LL + 1.2PO + -1.2FLT 32.323 + -1.2FLL + -1.2WLX 1.859 1.2LL + 1.2PO + 1.2FLT 157.891 + 1.2FLL + 1.2WLZ 23.491 1.2LL + 1.2PO + -1.2FLT 32.323 + 1.2FLL + 1.2WLZ 1.859 1.2LL + 1.2PO + 1.2FLT 157.891 + -1.2FLL + 1.2WLZ 23.491 1.2LL + 1.2PO + -1.2FLT 32.323 + -1.2FLL + 1.2WLZ 1.859 1.2LL + 1.2PO + 1.2FLT 157.891 + 1.2FLL + -1.2WLZ 23.491 1.2LL + 1.2PO + -1.2FLT 32.323 + 1.2FLL + -1.2WLZ 1.859 1.2LL + 1.2PO + 1.2FLT 157.891 + -1.2FLL + -1.2WLZ 23.491 1.2LL + 1.2PO + -1.2FLT 32.323 + -1.2FLL + -1.2WLZ 1.859 LL + 1.2PO + 1.2FLT + 157.891 1.2FLL + EQX23.491 LL + 1.2PO + -1.2FLT +32.323 1.2FLL + EQX1.859 LL + 1.2PO + 1.2FLT + 157.891 -1.2FLL + EQX 23.491
Max Z Bearing kN/sq m
Min Z Bearing kN/sq m
35.806 35.806 35.806 35.806 35.806 74.241 143.916 23.046 143.916 23.046 115.891 22.803 115.891 22.803 115.891 22.803 115.891 22.803 115.891 22.803 115.891 22.803 115.891 22.803 115.891 22.803 115.891 22.803 115.891
35.806 35.806 35.806 35.806 35.806 51.505 79.964 4.566 79.964 4.566 65.491 11.379 65.491 11.379 65.491 11.379 65.491 11.379 65.491 11.379 65.491 11.379 65.491 11.379 65.491 11.379 65.491 11.379 65.491
kN kN kN kN kN
Page 130 of 133
DETAIL REPORT FOR F8 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + +
LL + 1.2PO + -1.2FLT +32.323 -1.2FLL + EQX1.859 LL + 1.2PO + 1.2FLT + 157.891 1.2FLL + -1EQX 23.491 LL + 1.2PO + -1.2FLT +32.323 1.2FLL + -1EQX 1.859 LL + 1.2PO + 1.2FLT + 157.891 -1.2FLL + -1EQX 23.491 LL + 1.2PO + -1.2FLT +32.323 -1.2FLL + -1EQX 1.859 LL + 1.2PO + 1.2FLT + 157.891 1.2FLL + EQZ23.491 LL + 1.2PO + -1.2FLT +32.323 1.2FLL + EQZ1.859 LL + 1.2PO + 1.2FLT + 157.891 -1.2FLL + EQZ 23.491 LL + 1.2PO + -1.2FLT +32.323 -1.2FLL + EQZ1.859 LL + 1.2PO + 1.2FLT + 157.891 1.2FLL + -1EQZ 23.491 LL + 1.2PO + -1.2FLT +32.323 1.2FLL + -1EQZ 1.859 LL + 1.2PO + 1.2FLT + 157.891 -1.2FLL + -1EQZ 23.491 LL + 1.2PO + -1.2FLT +32.323 -1.2FLL + -1EQZ 1.859 1.4PT 114.953 31.326 1.2PT + 0.72WLX 98.531 26.851 1.2PT + -0.72WLX 98.531 26.851 1.2PT + 0.72WLZ 98.531 26.851 1.2PT + -0.72WLZ 98.531 26.851
22.803 115.891 22.803 115.891 22.803 115.891 22.803 115.891 22.803 115.891 22.803 115.891 22.803 88.82 76.131 76.131 76.131 76.131
11.379 65.491 11.379 65.491 11.379 65.491 11.379 65.491 11.379 65.491 11.379 65.491 11.379 57.46 49.251 49.251 49.251 49.251
Page 131 of 133
DETAIL REPORT FOR F8 BEAM SHEAR STRESS - X DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
Shear Crit Sect kN
Shear Stress N/sq mm
1.4PE 0.175 2.76 0.007 1.4PE + 1.4WLX 0.175 2.76 0.007 1.4PE + -1.4WLX 0.175 2.76 0.007 1.4PE + 1.4WLZ 0.175 2.76 0.007 1.4PE + -1.4WLZ 0.175 2.76 0.007 1.6LL + 1.4PO 0.575 -20.367 0.051 1.6LL + 1.4PO 0.575 + 1.6FLT -52.287 + 1.6FLL 0.131 1.6LL + 1.4PO 0.575 + -1.6FLT9.773 + 1.6FLL 0.024 1.6LL + 1.4PO 0.575 + 1.6FLT -52.287 + -1.6FLL 0.131 1.6LL + 1.4PO 0.575 + -1.6FLT9.773 + -1.6FLL 0.024 1.2LL + 1.2PO 0.575 + 1.2FLT -41.397 + 1.2FLL + 1.2WLX 0.103 1.2LL + 1.2PO 0.575 + -1.2FLT6.482 + 1.2FLL + 1.2WLX 0.016 1.2LL + 1.2PO 0.575 + 1.2FLT -41.397 + -1.2FLL + 1.2WLX 0.103 1.2LL + 1.2PO 0.575 + -1.2FLT6.482 + -1.2FLL + 1.2WLX 0.016 1.2LL + 1.2PO 0.575 + 1.2FLT -41.397 + 1.2FLL + -1.2WLX 0.103 1.2LL + 1.2PO 0.575 + -1.2FLT6.482 + 1.2FLL + -1.2WLX 0.016 1.2LL + 1.2PO 0.575 + 1.2FLT -41.397 + -1.2FLL + -1.2WLX 0.103 1.2LL + 1.2PO 0.575 + -1.2FLT6.482 + -1.2FLL + -1.2WLX 0.016 1.2LL + 1.2PO 0.575 + 1.2FLT -41.397 + 1.2FLL + 1.2WLZ 0.103 1.2LL + 1.2PO 0.575 + -1.2FLT6.482 + 1.2FLL + 1.2WLZ 0.016 1.2LL + 1.2PO 0.575 + 1.2FLT -41.397 + -1.2FLL + 1.2WLZ 0.103 1.2LL + 1.2PO 0.575 + -1.2FLT6.482 + -1.2FLL + 1.2WLZ 0.016 1.2LL + 1.2PO 0.575 + 1.2FLT -41.397 + 1.2FLL + -1.2WLZ 0.103 1.2LL + 1.2PO 0.575 + -1.2FLT6.482 + 1.2FLL + -1.2WLZ 0.016 1.2LL + 1.2PO 0.575 + 1.2FLT -41.397 + -1.2FLL + -1.2WLZ 0.103 1.2LL + 1.2PO 0.575 + -1.2FLT6.482 + -1.2FLL + -1.2WLZ 0.016 LL + 1.2PO 0.575 + 1.2FLT +-41.397 1.2FLL + EQX 0.103 LL + 1.2PO 0.575 + -1.2FLT + 6.482 1.2FLL + EQX0.016 LL + 1.2PO 0.575 + 1.2FLT +-41.397 -1.2FLL + EQX0.103 LL + 1.2PO 0.575 + -1.2FLT + 6.482 -1.2FLL + EQX0.016 LL + 1.2PO 0.575 + 1.2FLT +-41.397 1.2FLL + -1EQX 0.103 LL + 1.2PO 0.575 + -1.2FLT + 6.482 1.2FLL + -1EQX 0.016 LL + 1.2PO 0.575 + 1.2FLT +-41.397 -1.2FLL + -1EQX 0.103 LL + 1.2PO 0.575 + -1.2FLT + 6.482 -1.2FLL + -1EQX 0.016 LL + 1.2PO 0.575 + 1.2FLT +-41.397 1.2FLL + EQZ 0.103 LL + 1.2PO 0.575 + -1.2FLT + 6.482 1.2FLL + EQZ0.016 LL + 1.2PO 0.575 + 1.2FLT +-41.397 -1.2FLL + EQZ0.103 LL + 1.2PO 0.575 + -1.2FLT + 6.482 -1.2FLL + EQZ0.016 LL + 1.2PO 0.575 + 1.2FLT +-41.397 1.2FLL + -1EQZ 0.103 LL + 1.2PO 0.575 + -1.2FLT + 6.482 1.2FLL + -1EQZ 0.016 LL + 1.2PO 0.575 + 1.2FLT +-41.397 -1.2FLL + -1EQZ 0.103 LL + 1.2PO 0.575 + -1.2FLT + 6.482 -1.2FLL + -1EQZ 0.016 1.4PT 0.575 -27.046 0.068 1.2PT + 0.72WLX 0.575 -23.183 0.058 1.2PT + -0.72WLX 0.575 -23.183 0.058 1.2PT + 0.72WLZ 0.575 -23.183 0.058 1.2PT + -0.72WLZ 0.575 -23.183 0.058
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63
0.175 0.175 0.175 0.175 0.175 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575 0.575
2.76 2.76 2.76 2.76 2.76 -20.367 -52.287 9.773 -52.287 9.773 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -41.397 6.482 -27.046 -23.183 -23.183 -23.183 -23.183
0.007 0.007 0.007 0.007 0.007 0.051 0.131 0.024 0.131 0.024 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.103 0.016 0.068 0.058 0.058 0.058 0.058
0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63
Allowable Stress N/sq mm
Location Near Supp m
Shear Near Supp kN
Shear Stress N/sq mm
Allowable Stress N/sq mm
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8
-1.183 -1.183 -1.183 -1.183 -1.183 -9.335 -24.114 5.444 -24.114 5.444 -19.086 3.083 -19.086 3.083 -19.086 3.083 -19.086
0.008 0.008 0.008 0.008 0.008 0.062 0.161 0.036 0.161 0.036 0.127 0.021 0.127 0.021 0.127 0.021 0.127
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
BEAM SHEAR STRESS - Z DIRECTION No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
Load Combination
1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + +
1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL
Location Crit Sect m
+ + + + + + + + + + + + + + + + +
1.4PE 1.4PE 1.4PE 1.4PE 1.4PE 1.6LL 1.6LL 1.6LL 1.6LL 1.6LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL 1.2LL
+ + + + + + + + + + + + + + + +
0.8 1.4WLX 0.8 -1.4WLX 0.8 1.4WLZ 0.8 -1.4WLZ 0.8 1.4PO0.8 1.4PO0.8 + 1.4PO0.8 + 1.4PO0.8 + 1.4PO0.8 + 1.2PO0.8 + 1.2PO0.8 + 1.2PO0.8 + 1.2PO0.8 + 1.2PO0.8 + 1.2PO0.8 + 1.2PO0.8 +
Shear Crit Sect kN
Shear Stress N/sq mm
-1.183 0.008 -1.183 0.008 -1.183 0.008 -1.183 0.008 -1.183 0.008 -9.335 0.062 1.6FLT -24.114 + 1.6FLL 0.161 -1.6FLT5.444 + 1.6FLL 0.036 1.6FLT -24.114 + -1.6FLL 0.161 -1.6FLT5.444 + -1.6FLL 0.036 1.2FLT -19.086 + 1.2FLL + 1.2WLX 0.127 -1.2FLT3.083 + 1.2FLL + 1.2WLX 0.021 1.2FLT -19.086 + -1.2FLL + 1.2WLX 0.127 -1.2FLT3.083 + -1.2FLL + 1.2WLX 0.021 1.2FLT -19.086 + 1.2FLL + -1.2WLX 0.127 -1.2FLT3.083 + 1.2FLL + -1.2WLX 0.021 1.2FLT -19.086 + -1.2FLL + -1.2WLX 0.127
Page 132 of 133
DETAIL REPORT FOR F8 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead 1.4Dead 1.2Dead 1.2Dead 1.2Dead 1.2Dead
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.2DL 1.4DL 1.2DL 1.2DL 1.2DL 1.2DL
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
1.2LL + 1.2PO0.8 + -1.2FLT3.083 + -1.2FLL + -1.2WLX 0.021 1.2LL + 1.2PO0.8 + 1.2FLT -19.086 + 1.2FLL + 1.2WLZ 0.127 1.2LL + 1.2PO0.8 + -1.2FLT3.083 + 1.2FLL + 1.2WLZ 0.021 1.2LL + 1.2PO0.8 + 1.2FLT -19.086 + -1.2FLL + 1.2WLZ 0.127 1.2LL + 1.2PO0.8 + -1.2FLT3.083 + -1.2FLL + 1.2WLZ 0.021 1.2LL + 1.2PO0.8 + 1.2FLT -19.086 + 1.2FLL + -1.2WLZ 0.127 1.2LL + 1.2PO0.8 + -1.2FLT3.083 + 1.2FLL + -1.2WLZ 0.021 1.2LL + 1.2PO0.8 + 1.2FLT -19.086 + -1.2FLL + -1.2WLZ 0.127 1.2LL + 1.2PO0.8 + -1.2FLT3.083 + -1.2FLL + -1.2WLZ 0.021 LL + 1.2PO +0.8 1.2FLT +-19.086 1.2FLL + EQX 0.127 LL + 1.2PO +0.8 -1.2FLT + 3.083 1.2FLL + EQX0.021 LL + 1.2PO +0.8 1.2FLT +-19.086 -1.2FLL + EQX0.127 LL + 1.2PO +0.8 -1.2FLT + 3.083 -1.2FLL + EQX0.021 LL + 1.2PO +0.8 1.2FLT +-19.086 1.2FLL + -1EQX 0.127 LL + 1.2PO +0.8 -1.2FLT + 3.083 1.2FLL + -1EQX 0.021 LL + 1.2PO +0.8 1.2FLT +-19.086 -1.2FLL + -1EQX 0.127 LL + 1.2PO +0.8 -1.2FLT + 3.083 -1.2FLL + -1EQX 0.021 LL + 1.2PO +0.8 1.2FLT +-19.086 1.2FLL + EQZ 0.127 LL + 1.2PO +0.8 -1.2FLT + 3.083 1.2FLL + EQZ0.021 LL + 1.2PO +0.8 1.2FLT +-19.086 -1.2FLL + EQZ0.127 LL + 1.2PO +0.8 -1.2FLT + 3.083 -1.2FLL + EQZ0.021 LL + 1.2PO +0.8 1.2FLT +-19.086 1.2FLL + -1EQZ 0.127 LL + 1.2PO +0.8 -1.2FLT + 3.083 1.2FLL + -1EQZ 0.021 LL + 1.2PO +0.8 1.2FLT +-19.086 -1.2FLL + -1EQZ 0.127 LL + 1.2PO +0.8 -1.2FLT + 3.083 -1.2FLL + -1EQZ 0.021 1.4PT 0.8 -12.428 0.083 1.2PT + 0.72WLX 0.8 -10.652 0.071 1.2PT + -0.72WLX 0.8 -10.652 0.071 1.2PT + 0.72WLZ 0.8 -10.652 0.071 1.2PT + -0.72WLZ 0.8 -10.652 0.071
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8
3.083 -19.086 3.083 -19.086 3.083 -19.086 3.083 -19.086 3.083 -19.086 3.083 -19.086 3.083 -19.086 3.083 -19.086 3.083 -19.086 3.083 -19.086 3.083 -19.086 3.083 -19.086 3.083 -12.428 -10.652 -10.652 -10.652 -10.652
0.021 0.127 0.021 0.127 0.021 0.127 0.021 0.127 0.021 0.127 0.021 0.127 0.021 0.127 0.021 0.127 0.021 0.127 0.021 0.127 0.021 0.127 0.021 0.127 0.021 0.083 0.071 0.071 0.071 0.071
0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635 0.635
Page 133 of 133
DETAIL REPORT FOR F8 ALLOWABLE BEAM SHEAR STRESS - X DIRECTION - FACTORED LOAD COMBINATION 1 AT A CRITICAL SECTION Concrete comp strength = Approx effective depth = Footing width = Footing thickness = Shear strength reduction factor = Critical section location = Footing steel area = Footing steel ratio percent = Reinft partial safety factor = Allowable shear stress =
fc' = 40 N/sq mm d= 200 mm Lz = 2 m Df = 0.3 m f= 0.8 l= 0.175 m As = 1470 sq mm Rw = 100*As/bvd = 0.368 Ym = 1.25 0.79*((100*As/bv*d)^(1/3))*((400/d)^(1/4))*((fc'/25)^(1/3))/Ym 0.63 N/sq mm = fvc =
Note: Allowable shear stress with enhancement may apply depending on the shear section location.
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