Ta Memoria Calculo 180817 476s3i
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ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
MEMORIA DE CALCULO ESTRUCTURAL
REMODELACIÓN DEL SALON DE AMERICAN EXPRESS CONOCIDO COMO “TERMINAL A”,
UBICACIÓN: AEROPUERTO INTERNACIONAL DE MONTERREY TERMINAL A CARRETERA MIGUEL ALEMAN KM 24 C.P. 66600 MONTERREY, NUEVO LEON
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
AGOSTO DE 2018
Página 1
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
CONTENIDO 1.- INTRODUCCION
2.-DESCRIPCION GENERAL
3.-ESTRUCTURACION
4.-CALIDAD DE LOS MATERIALES
5.-ANALISIS DE CARGAS 5.1 CARGAS VIVAS 5.2 CARGAS MUERTAS 5.3 CARGA POR SISMO
6.-CONDICIONES Y RECOMENDACIÓNES DE CARGA CONSIDERADAS
7.-ANALISIS ESTRUCTURAL (MODELO STAAD PRO) 7.1 PROPIEDADES DINAMICAS CORRIDA STAAD PRO 7.2 DESPLAZAMIENTOS Y DISTORCIONES DE ENTREPISO
8.- CONCLUCIONES.
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Página 2
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
1.-INTRODUCCION LA EMPRESA AMERICAN EXPRESS PRETENDE REALIZAR EL PROYECTO CONSISTENTE EN LA REMODELACIÓN DE LA ACTUAL SALA DE ESPERA EN LA TERMINAL A EN EL AEROPUERTO INTERNACIONAL DE MONTERREY, PARA LO CUAL SE PRETENTE REALIZAR UN TAPANCO Y UNA ESCALERA DE SERVICIO, DE ACUERDO AL PROYECTO ESTRUCTURAL PRESENTADO PARA SU EJECUCIÓN.
2.-DESCRIPCION GENERAL DE ACUERDO A LO ANALIZADO EN EL LEVANTAMIENTO SE INDICA LA ESTRUCTURACIÓN PROPUESTA:
ESTRUCTURA TERMINAL A
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Página 3
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
DETALLES ESCALERA DE SERVICIO TERMINAL A
ESCALERA MARINA Y REFUERZO PARA PUERTA AUTOMATIZADA DE TERMINAL A COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Página 4
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
3.- ESTRUCTURACION La estructuración propuesta es columnas metálicas PTR y trabes IR ,
4-.CALIDAD DE LOS MATERIALES CALIDADES Y PROPIEDADES DE LOS MATERIALES RESISTENCIA – MODULO DE ELASTICIDAD
MATERIAL Acero de refuerzo
Acero estructural (E=2040000 kg/cm2)
fy=4200 kg/cm2 E=2040000 kg/cm2 Placas base de Conexión ASTM-572GR-B fy=3515 kg/cm2 Trabes y Vigas ASTM-572GR-B fy=3515 kg/cm2
5.-ANALISIS DE CARGAS Se definieron las especificaciones de cargas básicas 5.1 CARGAS VIVAS SISTEMA DE PISO Wm para análisis por carga gravitacional por norma
250 kg/m2
5.2 CARGAS MUERTAS SISTEMA DE PISO Sistema de piso
Acabados Instalaciones Muros no estructurales Sobrecarga por reglamento
230 kg/m2 120 kg/m2 80 kg/m2 100 kg/m2 40 kg/m2 TOTAL 570 kg/m2
Nota 1. El peso propio de los elementos de acero lo define en el programa de análisis estructural. COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Página 5
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
6.-CONDICIONES Y COMBINACIONES DE CARGA CONSIDERADAS Se consideraron 2 condiciones de carga (2 estáticas) y 1 combinaciones de carga. Las condiciones de carga son las siguientes: Condición
CM CV
Concepto Carga Muerta Carga Viva
Las combinaciones de carga son las siguientes: Combinación
1 2
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
PP 1.0 1.0
CM 1.40 1.40
CV 0 1.40
Sx 0 0
Sz 0 0
Página 6
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
7.-ANALISIS ESTRUCTURAL CON EL PROGRAMA ETABS 2016 A continuación se muestra el reporte del modelo del tapanco del programa ETABS 2016:
7.1 Structure Data This chapter provides model geometry information, including items such as story levels, point coordinates, and element connectivity. 7.1.1 Story Data Table 1.1 - Story Data Elevation Master Similar To mm Story
Name
Height mm
Story1
2000
2000
Yes
None
No
Base
0
0
No
None
No
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Splice Story
Página 7
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected] 7.1.2 Grid Data Table 1.2 - Grid Systems Name
Type
Story Range
X Origin m
Y Origin m
Rotation deg
Bubble Size mm
Color
G1
Cartesian
Default
0
0
0
1524
ffa0a0a0
Grid System
Grid Direction
Grid ID
Visible
G1
X
A
Yes
End
0
G1
X
B
Yes
End
1
G1
X
C
Yes
End
2
G1
X
D
Yes
End
3
G1
X
E
Yes
End
4
G1
X
F
Yes
End
5
G1
X
G
Yes
End
7.5
G1
Y
1
Yes
Start
0
G1
Y
2
Yes
Start
1.15
Table 1.3 - Grid Lines Bubble Ordinate Location m
7.1.3 Point Coordinates Table 1.4 - t Coordinates Data ΔZ Below X Y Label mm mm mm
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
1
0
0
0
2
1000
0
0
3
2000
0
0
4
3000
0
0
5
4000
0
0
6
5000
0
0
8
1000
1150
0
9
2000
1150
0
10
3000
1150
0
11
4000
1150
0
12
5000
1150
0
14
7500
1150
0
17
250
1150
0
19
0
975
0
Página 8
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
7.1.4 Line Connectivity Table 1.5 - Column Connectivity Data I-End J-End I-End Column Point Point Story C1
1
1
Below
C2
2
2
Below
C3
3
3
Below
C4
4
4
Below
C5
5
5
Below
C6
6
6
Below
Table 1.6 - Beam Connectivity Data I-End J-End Curve Beam Point Point Type B1
1
2
None
B2
2
3
None
B3
3
4
None
B4
4
5
None
B5
5
6
None
B7
2
8
None
B8
3
9
None
B9
4
10
None
B10
5
11
None
B11
6
12
None
B15
8
9
None
B16
9
10
None
B17
10
11
None
B18
11
12
None
B19
12
14
None
B24
17
8
None
B26
1
19
None
7.1.5 Mass Table 1.7 - Mass Source Name
Include Elements
Include Added Mass
MsSrc1
Yes
Yes
Include Loads
Include Lateral
Include Vertical
Lump at Stories
IsDefault
No
Yes
No
Yes
Yes
Table 1.8 - Mass Summary by Story UX UY UZ Story kg kg kg Story1
911.96
911.96
0
Base
230.33
230.33
0
7.1.6 Groups Table 1.9 - Group Definitions Name Color All
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Yellow
Página 9
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
7.2 Properties This chapter provides property information for materials, frame sections, shell sections, and links. 7.2.1 Materials
Name A36
Table 2.1 - Material Properties - Summary Unit E Weight Design Strengths ν Type kgf/mm² kgf/m³ Steel
20400
0.3
7850
Fy=25 kgf/mm², Fu=40.8 kgf/mm²
7.2.2 Frame Sections Table 2.2 - Frame Sections - Summary Name Material Shape HSS6X6X3/8
A36
Steel Tube
HSS8X4X3/8
A36
Steel Tube
7.2.3 Reinforcement Sizes Table 2.3 - Reinforcing Bar Sizes Area Diameter Name mm² mm
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
#3
9.5
71
#4
12.7
129
#6
19.1
284
#9
28.7
645
Página 10
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
7.3 Assignments This chapter provides a listing of the assignments applied to the model. 7.3.1 t Assignments Table 3.1 - t Assignments - Summary Unique Diaphrag Story Label Restraints Name m Story1
1
8
From Area
Story1
2
9
From Area
Story1
3
10
From Area
Story1
4
11
From Area
Story1
5
12
From Area
Story1
6
13
From Area
Story1
8
2
From Area
Story1
9
3
From Area
Story1
10
4
From Area
Story1
11
5
From Area
Story1
12
6
From Area
Story1
14
14
From Area
Story1
17
22
From Area
Story1
19
21
From Area
Base
1
15
From Area
Base
2
16
From Area
Base
3
17
From Area
Base
4
18
From Area
Base
5
19
From Area
Base
6
20
From Area
UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ
7.3.2 Frame Assignments Table 3.2 - Frame Assignments - Summary Length mm
Analysis Section
Design Section
Max Station Spacing mm
Min Number Stations
Story
Label
Story1
C1
25
Column
2000
HSS6X6X3/8 HSS6X6X3/8
3
Story1
C2
26
Column
2000
HSS6X6X3/8 HSS6X6X3/8
3
Story1
C3
27
Column
2000
HSS6X6X3/8 HSS6X6X3/8
3
Story1
C4
28
Column
2000
HSS6X6X3/8 HSS6X6X3/8
3
Story1
C5
29
Column
2000
HSS6X6X3/8 HSS6X6X3/8
3
Story1
C6
30
Column
2000
HSS6X6X3/8 HSS6X6X3/8
Story1
B1
7
Beam
1000
HSS6X6X3/8 HSS6X6X3/8
609.6
Story1
B2
8
Beam
1000
HSS6X6X3/8 HSS6X6X3/8
609.6
Story1
B3
9
Beam
1000
HSS6X6X3/8 HSS6X6X3/8
609.6
Story1
B4
10
Beam
1000
HSS6X6X3/8 HSS6X6X3/8
609.6
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Design Type
Axis Angle deg
Unique Name
3
Página 11
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
Design Type
Length mm
Analysis Section
Design Section
Axis Angle deg
Max Station Spacing mm
Story
Label
Unique Name
Story1
B5
11
Beam
1000
HSS6X6X3/8 HSS6X6X3/8
Story1
B7
2
Beam
1150
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B8
3
Beam
1150
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B9
4
Beam
1150
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B10
5
Beam
1150
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B11
6
Beam
1150
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B15
20
Beam
1000
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B16
21
Beam
1000
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B17
22
Beam
1000
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B18
23
Beam
1000
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B19
24
Beam
2500
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B24
34
Beam
750
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B26
31
Beam
975
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Min Number Stations
609.6
7.4 Loads This chapter provides loading information as applied to the model. 7.4.1 Load Patterns Table 4.1 - Load Patterns Self Name Type Weight Multiplier POPO
Dead
1
CVM
Live Superimpos ed Dead
0
CMA
0
7.4.2 Applied Loads 7.4.2.1 Line Loads Table 4.2 - Frame Loads - Distributed Absolute Absolute Relative Relative Force at Force at Design Load LoadTyp Directio Distance Distance Distance Distance Start End Type Pattern e n Start End Start End tonf/m tonf/m mm mm
Story
Label
Unique Name
Story1
B1
7
Beam
CMA
Force
Gravity
0
1
0
1000
0.15
0.15
Story1
B2
8
Beam
CMA
Force
Gravity
0
1
0
1000
0.15
0.15
Story1
B3
9
Beam
CMA
Force
Gravity
0
1
0
1000
0.15
0.15
Story1
B4
10
Beam
CMA
Force
Gravity
0
1
0
1000
0.15
0.15
Story1
B5
11
Beam
CMA
Force
Gravity
0
1
0
1000
0.15
0.15
Story1
B7
2
Beam
CMA
Force
Gravity
0
1
0
1150
0.15
0.15
Story1
B8
3
Beam
CMA
Force
Gravity
0
1
0
1150
0.15
0.15
Story1
B9
4
Beam
CMA
Force
Gravity
0
1
0
1150
0.15
0.15
Story1
B10
5
Beam
CMA
Force
Gravity
0
1
0
1150
0.15
0.15
Story1
B11
6
Beam
CMA
Force
Gravity
0
1
0
1150
0.15
0.15
Story1
B15
20
Beam
CMA
Force
Gravity
0
1
0
1000
0.15
0.15
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Página 12
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected] Absolute Absolute Relative Relative Force at Force at Design Load LoadTyp Directio Distance Distance Distance Distance Start End Type Pattern e n Start End Start End tonf/m tonf/m mm mm
Story
Label
Unique Name
Story1
B16
21
Beam
CMA
Force
Gravity
0
1
0
1000
0.15
0.15
Story1
B17
22
Beam
CMA
Force
Gravity
0
1
0
1000
0.15
0.15
Story1
B18
23
Beam
CMA
Force
Gravity
0
1
0
1000
0.15
0.15
Story1
B24
34
Beam
CMA
Force
Gravity
0
1
0
750
0.15
0.15
Story1
B26
31
Beam
CMA
Force
Gravity
0
1
0
975
0.15
0.15
7.4.3 Load Cases Table 7.4.3 - Load Cases - Summary Name Type POPO
Linear Static
CVM
Linear Static
CMA
Linear Static
7.4.4 Load Combinations Table7. 4.4 - Load Combinations Load Scale Case/Com Type Factor bo
Name
Auto
Comb00
POPO
1.4
Comb00
CVM
1.4
Linear Add
No No
Comb00
CMA
1.4
No
7.5 Analysis Results This chapter provides analysis results. 7.5.1 Structure Results Table 7.5.1 - Base Reactions Load Case/Com bo
FX tonf
FY tonf
FZ tonf
MX tonf-m
MY tonf-m
MZ tonf-m
X m
Y m
Z m
POPO
0
0
1.1423
0.4646
-3.2552
0
0
0
0
CVM
0
0
0
0
0
0
0
0
0
CMA
0
0
2.4713
1.3866
-6.3328
0
0
0
0
Comb00
0
0
5.059
2.5917
-13.4232
0
0
0
0
X m
Y m
Z m
7.5.2 Story Results
Story
Table 7.5.2 - Story Drifts Load Case/Com Direction Drift Label bo
Story1
POPO
X
8E-06
3
2
0
2
Story1
POPO
Y
5.4E-05
6
5
0
2
Story1
CMA
X
2.6E-05
2
1
0
2
Story1
CMA
Y
0.000171
6
5
0
2
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Página 13
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected] Load Case/Com Direction bo
Story
Drift
Label
X m
Y m
Z m
Story1
Comb00
X
4.8E-05
2
1
0
2
Story1
Comb00
Y
0.000315
6
5
0
2
Table 7.5.3 - Story Forces Story
Load Case/Com Location bo
P tonf
VX tonf
VY tonf
T tonf-m
MX tonf-m
MY tonf-m
Story1
POPO
Top
0.4883
-0.0405
0.1202
0.3792
0.2225
-1.5105
Story1
POPO
Bottom
0.949
-0.0405
0.1202
0.3792
-0.018
-2.7432
Story1
CVM
Top
0
0
0
0
0
0
Story1
CVM
Bottom
0
0
0
0
0
0
Story1
CMA
Top
1.9733
-0.1342
0.4135
1.2227
0.7546
-5.7231
Story1
CMA
Bottom
1.9733
-0.1342
0.4135
1.2227
-0.0723
-5.9915
Story1
Comb00
Top
3.4464
-0.2446
0.7472
2.2427
1.368
-10.127
Story1
Comb00
Bottom
4.0913
-0.2446
0.7472
2.2427
-0.1264
-12.2286
7.5.3 Point Results Table 7.5.4 - t Reactions Load Unique FX FY FZ Case/Com Name tonf tonf tonf bo
Story
t Label
Story1
14
14
POPO
0.0002
-0.037
Story1
14
14
CVM
0
0
Story1
14
14
CMA
-0.0078
Story1
14
14
Comb00
Story1
17
22
POPO
Story1
17
22
CVM
0
0
0
0
0
0
Story1
17
22
CMA
0.2375
-0.2889
0.3465
0.0502
-0.2105
-0.1713
Story1
17
22
Comb00
0.4329
-0.5218
0.6121
0.0892
-0.3729
-0.3102
Story1
19
21
POPO
-0.0314
0.0005
0.0263
-0.0056
-0.0007
-0.0259
Story1
19
21
CVM
0
0
0
0
0
0
Story1
19
21
CMA
-0.0955
-0.0076
0.0988
-0.02
-0.0025
-0.0814
Story1
19
21
Comb00
-0.1777
-0.01
0.1751
-0.0359
-0.0045
-0.1503
Base
1
15
POPO
-0.0062
0.0034
0.0835
-0.0022
-0.0067
-0.0022
Base
1
15
CVM
0
0
0
0
0
0
Base
1
15
CMA
-0.0191
0.0136
0.0613
-0.0088
-0.021
-0.0073
Base
1
15
Comb00
-0.0354
0.0238
0.2028
-0.0155
-0.0388
-0.0133
Base
2
16
POPO
-0.0054
0.01
0.1329
-0.0033
-0.0063
-0.0021
Base
2
16
CVM
0
0
0
0
0
0
Base
2
16
CMA
-0.0159
0.0404
0.2583
-0.0152
-0.0191
-0.0069
Base
2
16
Comb00
-0.0298
0.0707
0.5477
-0.0259
-0.0356
-0.0125
Base
3
17
POPO
-0.006
0.0222
0.1735
-0.0057
-0.0067
-0.0027
Base
3
17
CVM
0
0
0
0
0
0
Base
3
17
CMA
-0.0185
0.0874
0.4158
-0.0276
-0.0208
-0.0087
Base
3
17
Comb00
-0.0343
0.1534
0.825
-0.0467
-0.0384
-0.0158
Base
4
18
POPO
-0.0069
0.0286
0.1893
-0.0051
-0.0072
-0.0021
Base
4
18
CVM
0
0
0
0
0
0
Base
4
18
CMA
-0.0221
0.1082
0.4732
-0.0258
-0.0229
-0.0067
Base
4
18
Comb00
-0.0405
0.1915
0.9275
-0.0432
-0.0421
-0.0124
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
MX tonf-m
MY tonf-m
MZ tonf-m
0.0763
0.0165
0.0582
0.0473
0
0
0
0
-0.1169
0.0526
0.0464
0.0844
0.1501
-0.0106
-0.2154
0.1804
0.0881
0.1996
0.2764
0.0717
-0.0838
0.0907
0.0135
-0.0559
-0.0503
Página 14
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected] Load Unique Case/Com Name bo
Story
t Label
FX tonf
FY tonf
FZ tonf
MX tonf-m
MY tonf-m
MZ tonf-m
Base
5
19
Base
5
19
POPO
-0.0071
0.0294
0.1958
-0.0024
-0.0073
-0.0013
CVM
0
0
0
0
0
Base
5
0
19
CMA
-0.0242
0.0985
0.48
-0.0099
-0.024
-0.0037
Base Base
5
19
Comb00
-0.0439
0.1791
0.9461
-0.0172
-0.0437
-0.007
6
20
POPO
-0.0089
0.0267
0.1739
0.0007
-0.0083
-0.0015
Base
6
20
CVM
0
0
0
0
0
0
Base
6
20
CMA
-0.0344
0.0653
0.2848
0.015
-0.0303
-0.0044
Base
6
20
Comb00
-0.0607
0.1288
0.6423
0.022
-0.0541
-0.0083
7.5.4 Modal Results Table 7.5.5 - Modal Periods and Frequencies Period Frequency Circular Frequency Eigenvalue Case Mode rad²/sec² sec cyc/sec rad/sec Modal
1
0.037
27.255
171.2462
29325.2725
Modal
2
0.014
72.602
456.1693
208090.4734
Modal
3
0.011
91.652
575.8664
331622.0541
Modal
4
0.007
133.63
839.6228
704966.3886
Modal
5
0.005
190.127
1194.6063
1427084.2236
Modal
6
0.004
232.148
1458.6271
2127593.121
Modal
7
0.003
291.743
1833.0725
3360154.6735
Modal
8
0.003
305.716
1920.8723
3689750.5119
Modal
9
0.002
555.936
3493.0504
12201401
Modal
10
0.002
575.594
3616.5646
13079539
Modal
11
0.002
602.405
3785.021
14326384
Modal
12
0.001
733.7
4609.9735
21251856
Table 7.5.6 - Modal Participating Mass Ratios (Part 1 of 2) Period Mode UX UY UZ Sum UX Sum UY sec
Case
Sum UZ
Modal
1
0.037
0.0198
0.724
0
0.0198
0.724
0
Modal
2
0.014
0.0774
0.1112
0
0.0972
0.8352
0
Modal
3
0.011
0.578
5.891E-06
0
0.6752
0.8353
0
Modal
4
0.007
0.0205
0.0492
0
0.6958
0.8845
0
Modal
5
0.005
0.0014
0.0218
0
0.6971
0.9063
0
Modal
6
0.004
0.0006
0.0112
0
0.6977
0.9175
0
Modal
7
0.003
0.2151
0.0002
0
0.9128
0.9177
0
Modal
8
0.003
0.0568
0.0004
0
0.9697
0.9181
0
Modal
9
0.002
0.0002
0.0004
0
0.9699
0.9185
0
Modal
10
0.002
0.0076
5.568E-06
0
0.9775
0.9185
0
Modal
11
0.002
2.5E-05
0.0812
0
0.9775
0.9998
0
Modal
12
0.001
0
0
0
0.9775
0.9998
0
Case
Table 7.5.6 - Modal Participating Mass Ratios (Part 2 of 2) Mode RX RY RZ Sum RX Sum RY
Sum RZ
Modal
1
0.724
0.0198
0.2117
0.724
0.0198
0.2117
Modal
2
0.1112
0.0774
0.331
0.8352
0.0972
0.5428
Modal
3
5.891E-06
0.578
0.0307
0.8353
0.6752
0.5734
Modal
4
0.0492
0.0205
0.0482
0.8845
0.6958
0.6216
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Página 15
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected] Case
Mode
RX
RY
RZ
Sum RX
Sum RY
Sum RZ
Modal
5
0.0218
0.0014
0.0619
0.9063
0.6971
0.6836
Modal
6
0.0112
0.0006
0.0187
0.9175
0.6977
0.7023
Modal
7
0.0002
0.2151
0.0551
0.9177
0.9128
0.7574
Modal
8
0.0004
0.0568
0.0048
0.9181
0.9697
0.7622
Modal
9
0.0004
0.0002
0.0019
0.9185
0.9699
0.7641
Modal
10
5.568E-06
0.0076
0.0016
0.9185
0.9775
0.7657
Modal
11
0.0812
2.5E-05
0.2293
0.9998
0.9775
0.995
Modal
12
0
0
0
0.9998
0.9775
0.995
Table 7.5.7 - Modal Load Participation Ratios Static Dynamic Case Item Type Item % %
Case
Modal
Acceleration
UX
99.98
97.75
Modal
Acceleration
UY
100
99.98
Modal
Acceleration
UZ
0
0
Table 7.5.8 - Modal Direction Factors Period Mode UX UY UZ sec
RZ
Modal
1
0.037
0.024
0.862
0
0.115
Modal
2
0.014
0.297
0.427
0
0.276
Modal
3
0.011
0.441
0
0
0.559
Modal
4
0.007
0.039
0.094
0
0.867
Modal
5
0.005
0.023
0.374
0
0.603
Modal
6
0.004
0.004
0.074
0
0.922
Modal
7
0.003
0.329
0
0
0.67
Modal
8
0.003
0.96
0.007
0
0.032
Modal
9
0.002
0
0.001
0
0.999
Modal
10
0.002
0.051
0
0
0.949
Modal
11
0.002
0
0.096
0
0.904
Modal
12
0.001
0
0
0
1
EFICIENCIAS REPORTADAS POR ETABS 2016
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Página 16
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
8. CONCLUSIONES: UNA VEZ ANALIZADA LA ESTRUCTURA, SE HACE PATENTE QUE LOS MATERIALES UTILIZADOS: COLUMNAS, TRABES Y LOSACERO, DESCRITOS EN ESTA MEMORIA SON CORRECTOS, POR LO CUAL, LA SEGURIDAD ESTRUCTURAL QUEDA GARANTIZADA AL CUMPLIRSE SATISFACTORIAMENTE LAS REVISIONES POR ESTADO LÍMITE DE FALLA Y DE SERVICIO.
ATENTAMENTE
ING. ROGERIO PACHECO CARMONA
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Página 17
MEMORIA DE CALCULO ESTRUCTURAL
REMODELACIÓN DEL SALON DE AMERICAN EXPRESS CONOCIDO COMO “TERMINAL A”,
UBICACIÓN: AEROPUERTO INTERNACIONAL DE MONTERREY TERMINAL A CARRETERA MIGUEL ALEMAN KM 24 C.P. 66600 MONTERREY, NUEVO LEON
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
AGOSTO DE 2018
Página 1
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
CONTENIDO 1.- INTRODUCCION
2.-DESCRIPCION GENERAL
3.-ESTRUCTURACION
4.-CALIDAD DE LOS MATERIALES
5.-ANALISIS DE CARGAS 5.1 CARGAS VIVAS 5.2 CARGAS MUERTAS 5.3 CARGA POR SISMO
6.-CONDICIONES Y RECOMENDACIÓNES DE CARGA CONSIDERADAS
7.-ANALISIS ESTRUCTURAL (MODELO STAAD PRO) 7.1 PROPIEDADES DINAMICAS CORRIDA STAAD PRO 7.2 DESPLAZAMIENTOS Y DISTORCIONES DE ENTREPISO
8.- CONCLUCIONES.
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Página 2
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
1.-INTRODUCCION LA EMPRESA AMERICAN EXPRESS PRETENDE REALIZAR EL PROYECTO CONSISTENTE EN LA REMODELACIÓN DE LA ACTUAL SALA DE ESPERA EN LA TERMINAL A EN EL AEROPUERTO INTERNACIONAL DE MONTERREY, PARA LO CUAL SE PRETENTE REALIZAR UN TAPANCO Y UNA ESCALERA DE SERVICIO, DE ACUERDO AL PROYECTO ESTRUCTURAL PRESENTADO PARA SU EJECUCIÓN.
2.-DESCRIPCION GENERAL DE ACUERDO A LO ANALIZADO EN EL LEVANTAMIENTO SE INDICA LA ESTRUCTURACIÓN PROPUESTA:
ESTRUCTURA TERMINAL A
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Página 3
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
DETALLES ESCALERA DE SERVICIO TERMINAL A
ESCALERA MARINA Y REFUERZO PARA PUERTA AUTOMATIZADA DE TERMINAL A COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Página 4
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
3.- ESTRUCTURACION La estructuración propuesta es columnas metálicas PTR y trabes IR ,
4-.CALIDAD DE LOS MATERIALES CALIDADES Y PROPIEDADES DE LOS MATERIALES RESISTENCIA – MODULO DE ELASTICIDAD
MATERIAL Acero de refuerzo
Acero estructural (E=2040000 kg/cm2)
fy=4200 kg/cm2 E=2040000 kg/cm2 Placas base de Conexión ASTM-572GR-B fy=3515 kg/cm2 Trabes y Vigas ASTM-572GR-B fy=3515 kg/cm2
5.-ANALISIS DE CARGAS Se definieron las especificaciones de cargas básicas 5.1 CARGAS VIVAS SISTEMA DE PISO Wm para análisis por carga gravitacional por norma
250 kg/m2
5.2 CARGAS MUERTAS SISTEMA DE PISO Sistema de piso
Acabados Instalaciones Muros no estructurales Sobrecarga por reglamento
230 kg/m2 120 kg/m2 80 kg/m2 100 kg/m2 40 kg/m2 TOTAL 570 kg/m2
Nota 1. El peso propio de los elementos de acero lo define en el programa de análisis estructural. COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Página 5
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
6.-CONDICIONES Y COMBINACIONES DE CARGA CONSIDERADAS Se consideraron 2 condiciones de carga (2 estáticas) y 1 combinaciones de carga. Las condiciones de carga son las siguientes: Condición
CM CV
Concepto Carga Muerta Carga Viva
Las combinaciones de carga son las siguientes: Combinación
1 2
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
PP 1.0 1.0
CM 1.40 1.40
CV 0 1.40
Sx 0 0
Sz 0 0
Página 6
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
7.-ANALISIS ESTRUCTURAL CON EL PROGRAMA ETABS 2016 A continuación se muestra el reporte del modelo del tapanco del programa ETABS 2016:
7.1 Structure Data This chapter provides model geometry information, including items such as story levels, point coordinates, and element connectivity. 7.1.1 Story Data Table 1.1 - Story Data Elevation Master Similar To mm Story
Name
Height mm
Story1
2000
2000
Yes
None
No
Base
0
0
No
None
No
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Splice Story
Página 7
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected] 7.1.2 Grid Data Table 1.2 - Grid Systems Name
Type
Story Range
X Origin m
Y Origin m
Rotation deg
Bubble Size mm
Color
G1
Cartesian
Default
0
0
0
1524
ffa0a0a0
Grid System
Grid Direction
Grid ID
Visible
G1
X
A
Yes
End
0
G1
X
B
Yes
End
1
G1
X
C
Yes
End
2
G1
X
D
Yes
End
3
G1
X
E
Yes
End
4
G1
X
F
Yes
End
5
G1
X
G
Yes
End
7.5
G1
Y
1
Yes
Start
0
G1
Y
2
Yes
Start
1.15
Table 1.3 - Grid Lines Bubble Ordinate Location m
7.1.3 Point Coordinates Table 1.4 - t Coordinates Data ΔZ Below X Y Label mm mm mm
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
1
0
0
0
2
1000
0
0
3
2000
0
0
4
3000
0
0
5
4000
0
0
6
5000
0
0
8
1000
1150
0
9
2000
1150
0
10
3000
1150
0
11
4000
1150
0
12
5000
1150
0
14
7500
1150
0
17
250
1150
0
19
0
975
0
Página 8
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
7.1.4 Line Connectivity Table 1.5 - Column Connectivity Data I-End J-End I-End Column Point Point Story C1
1
1
Below
C2
2
2
Below
C3
3
3
Below
C4
4
4
Below
C5
5
5
Below
C6
6
6
Below
Table 1.6 - Beam Connectivity Data I-End J-End Curve Beam Point Point Type B1
1
2
None
B2
2
3
None
B3
3
4
None
B4
4
5
None
B5
5
6
None
B7
2
8
None
B8
3
9
None
B9
4
10
None
B10
5
11
None
B11
6
12
None
B15
8
9
None
B16
9
10
None
B17
10
11
None
B18
11
12
None
B19
12
14
None
B24
17
8
None
B26
1
19
None
7.1.5 Mass Table 1.7 - Mass Source Name
Include Elements
Include Added Mass
MsSrc1
Yes
Yes
Include Loads
Include Lateral
Include Vertical
Lump at Stories
IsDefault
No
Yes
No
Yes
Yes
Table 1.8 - Mass Summary by Story UX UY UZ Story kg kg kg Story1
911.96
911.96
0
Base
230.33
230.33
0
7.1.6 Groups Table 1.9 - Group Definitions Name Color All
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Yellow
Página 9
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
7.2 Properties This chapter provides property information for materials, frame sections, shell sections, and links. 7.2.1 Materials
Name A36
Table 2.1 - Material Properties - Summary Unit E Weight Design Strengths ν Type kgf/mm² kgf/m³ Steel
20400
0.3
7850
Fy=25 kgf/mm², Fu=40.8 kgf/mm²
7.2.2 Frame Sections Table 2.2 - Frame Sections - Summary Name Material Shape HSS6X6X3/8
A36
Steel Tube
HSS8X4X3/8
A36
Steel Tube
7.2.3 Reinforcement Sizes Table 2.3 - Reinforcing Bar Sizes Area Diameter Name mm² mm
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
#3
9.5
71
#4
12.7
129
#6
19.1
284
#9
28.7
645
Página 10
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
7.3 Assignments This chapter provides a listing of the assignments applied to the model. 7.3.1 t Assignments Table 3.1 - t Assignments - Summary Unique Diaphrag Story Label Restraints Name m Story1
1
8
From Area
Story1
2
9
From Area
Story1
3
10
From Area
Story1
4
11
From Area
Story1
5
12
From Area
Story1
6
13
From Area
Story1
8
2
From Area
Story1
9
3
From Area
Story1
10
4
From Area
Story1
11
5
From Area
Story1
12
6
From Area
Story1
14
14
From Area
Story1
17
22
From Area
Story1
19
21
From Area
Base
1
15
From Area
Base
2
16
From Area
Base
3
17
From Area
Base
4
18
From Area
Base
5
19
From Area
Base
6
20
From Area
UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ
7.3.2 Frame Assignments Table 3.2 - Frame Assignments - Summary Length mm
Analysis Section
Design Section
Max Station Spacing mm
Min Number Stations
Story
Label
Story1
C1
25
Column
2000
HSS6X6X3/8 HSS6X6X3/8
3
Story1
C2
26
Column
2000
HSS6X6X3/8 HSS6X6X3/8
3
Story1
C3
27
Column
2000
HSS6X6X3/8 HSS6X6X3/8
3
Story1
C4
28
Column
2000
HSS6X6X3/8 HSS6X6X3/8
3
Story1
C5
29
Column
2000
HSS6X6X3/8 HSS6X6X3/8
3
Story1
C6
30
Column
2000
HSS6X6X3/8 HSS6X6X3/8
Story1
B1
7
Beam
1000
HSS6X6X3/8 HSS6X6X3/8
609.6
Story1
B2
8
Beam
1000
HSS6X6X3/8 HSS6X6X3/8
609.6
Story1
B3
9
Beam
1000
HSS6X6X3/8 HSS6X6X3/8
609.6
Story1
B4
10
Beam
1000
HSS6X6X3/8 HSS6X6X3/8
609.6
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Design Type
Axis Angle deg
Unique Name
3
Página 11
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
Design Type
Length mm
Analysis Section
Design Section
Axis Angle deg
Max Station Spacing mm
Story
Label
Unique Name
Story1
B5
11
Beam
1000
HSS6X6X3/8 HSS6X6X3/8
Story1
B7
2
Beam
1150
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B8
3
Beam
1150
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B9
4
Beam
1150
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B10
5
Beam
1150
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B11
6
Beam
1150
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B15
20
Beam
1000
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B16
21
Beam
1000
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B17
22
Beam
1000
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B18
23
Beam
1000
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B19
24
Beam
2500
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B24
34
Beam
750
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Story1
B26
31
Beam
975
HSS8X4X3/8 HSS8X4X3/8
90
609.6
Min Number Stations
609.6
7.4 Loads This chapter provides loading information as applied to the model. 7.4.1 Load Patterns Table 4.1 - Load Patterns Self Name Type Weight Multiplier POPO
Dead
1
CVM
Live Superimpos ed Dead
0
CMA
0
7.4.2 Applied Loads 7.4.2.1 Line Loads Table 4.2 - Frame Loads - Distributed Absolute Absolute Relative Relative Force at Force at Design Load LoadTyp Directio Distance Distance Distance Distance Start End Type Pattern e n Start End Start End tonf/m tonf/m mm mm
Story
Label
Unique Name
Story1
B1
7
Beam
CMA
Force
Gravity
0
1
0
1000
0.15
0.15
Story1
B2
8
Beam
CMA
Force
Gravity
0
1
0
1000
0.15
0.15
Story1
B3
9
Beam
CMA
Force
Gravity
0
1
0
1000
0.15
0.15
Story1
B4
10
Beam
CMA
Force
Gravity
0
1
0
1000
0.15
0.15
Story1
B5
11
Beam
CMA
Force
Gravity
0
1
0
1000
0.15
0.15
Story1
B7
2
Beam
CMA
Force
Gravity
0
1
0
1150
0.15
0.15
Story1
B8
3
Beam
CMA
Force
Gravity
0
1
0
1150
0.15
0.15
Story1
B9
4
Beam
CMA
Force
Gravity
0
1
0
1150
0.15
0.15
Story1
B10
5
Beam
CMA
Force
Gravity
0
1
0
1150
0.15
0.15
Story1
B11
6
Beam
CMA
Force
Gravity
0
1
0
1150
0.15
0.15
Story1
B15
20
Beam
CMA
Force
Gravity
0
1
0
1000
0.15
0.15
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Página 12
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected] Absolute Absolute Relative Relative Force at Force at Design Load LoadTyp Directio Distance Distance Distance Distance Start End Type Pattern e n Start End Start End tonf/m tonf/m mm mm
Story
Label
Unique Name
Story1
B16
21
Beam
CMA
Force
Gravity
0
1
0
1000
0.15
0.15
Story1
B17
22
Beam
CMA
Force
Gravity
0
1
0
1000
0.15
0.15
Story1
B18
23
Beam
CMA
Force
Gravity
0
1
0
1000
0.15
0.15
Story1
B24
34
Beam
CMA
Force
Gravity
0
1
0
750
0.15
0.15
Story1
B26
31
Beam
CMA
Force
Gravity
0
1
0
975
0.15
0.15
7.4.3 Load Cases Table 7.4.3 - Load Cases - Summary Name Type POPO
Linear Static
CVM
Linear Static
CMA
Linear Static
7.4.4 Load Combinations Table7. 4.4 - Load Combinations Load Scale Case/Com Type Factor bo
Name
Auto
Comb00
POPO
1.4
Comb00
CVM
1.4
Linear Add
No No
Comb00
CMA
1.4
No
7.5 Analysis Results This chapter provides analysis results. 7.5.1 Structure Results Table 7.5.1 - Base Reactions Load Case/Com bo
FX tonf
FY tonf
FZ tonf
MX tonf-m
MY tonf-m
MZ tonf-m
X m
Y m
Z m
POPO
0
0
1.1423
0.4646
-3.2552
0
0
0
0
CVM
0
0
0
0
0
0
0
0
0
CMA
0
0
2.4713
1.3866
-6.3328
0
0
0
0
Comb00
0
0
5.059
2.5917
-13.4232
0
0
0
0
X m
Y m
Z m
7.5.2 Story Results
Story
Table 7.5.2 - Story Drifts Load Case/Com Direction Drift Label bo
Story1
POPO
X
8E-06
3
2
0
2
Story1
POPO
Y
5.4E-05
6
5
0
2
Story1
CMA
X
2.6E-05
2
1
0
2
Story1
CMA
Y
0.000171
6
5
0
2
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Página 13
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected] Load Case/Com Direction bo
Story
Drift
Label
X m
Y m
Z m
Story1
Comb00
X
4.8E-05
2
1
0
2
Story1
Comb00
Y
0.000315
6
5
0
2
Table 7.5.3 - Story Forces Story
Load Case/Com Location bo
P tonf
VX tonf
VY tonf
T tonf-m
MX tonf-m
MY tonf-m
Story1
POPO
Top
0.4883
-0.0405
0.1202
0.3792
0.2225
-1.5105
Story1
POPO
Bottom
0.949
-0.0405
0.1202
0.3792
-0.018
-2.7432
Story1
CVM
Top
0
0
0
0
0
0
Story1
CVM
Bottom
0
0
0
0
0
0
Story1
CMA
Top
1.9733
-0.1342
0.4135
1.2227
0.7546
-5.7231
Story1
CMA
Bottom
1.9733
-0.1342
0.4135
1.2227
-0.0723
-5.9915
Story1
Comb00
Top
3.4464
-0.2446
0.7472
2.2427
1.368
-10.127
Story1
Comb00
Bottom
4.0913
-0.2446
0.7472
2.2427
-0.1264
-12.2286
7.5.3 Point Results Table 7.5.4 - t Reactions Load Unique FX FY FZ Case/Com Name tonf tonf tonf bo
Story
t Label
Story1
14
14
POPO
0.0002
-0.037
Story1
14
14
CVM
0
0
Story1
14
14
CMA
-0.0078
Story1
14
14
Comb00
Story1
17
22
POPO
Story1
17
22
CVM
0
0
0
0
0
0
Story1
17
22
CMA
0.2375
-0.2889
0.3465
0.0502
-0.2105
-0.1713
Story1
17
22
Comb00
0.4329
-0.5218
0.6121
0.0892
-0.3729
-0.3102
Story1
19
21
POPO
-0.0314
0.0005
0.0263
-0.0056
-0.0007
-0.0259
Story1
19
21
CVM
0
0
0
0
0
0
Story1
19
21
CMA
-0.0955
-0.0076
0.0988
-0.02
-0.0025
-0.0814
Story1
19
21
Comb00
-0.1777
-0.01
0.1751
-0.0359
-0.0045
-0.1503
Base
1
15
POPO
-0.0062
0.0034
0.0835
-0.0022
-0.0067
-0.0022
Base
1
15
CVM
0
0
0
0
0
0
Base
1
15
CMA
-0.0191
0.0136
0.0613
-0.0088
-0.021
-0.0073
Base
1
15
Comb00
-0.0354
0.0238
0.2028
-0.0155
-0.0388
-0.0133
Base
2
16
POPO
-0.0054
0.01
0.1329
-0.0033
-0.0063
-0.0021
Base
2
16
CVM
0
0
0
0
0
0
Base
2
16
CMA
-0.0159
0.0404
0.2583
-0.0152
-0.0191
-0.0069
Base
2
16
Comb00
-0.0298
0.0707
0.5477
-0.0259
-0.0356
-0.0125
Base
3
17
POPO
-0.006
0.0222
0.1735
-0.0057
-0.0067
-0.0027
Base
3
17
CVM
0
0
0
0
0
0
Base
3
17
CMA
-0.0185
0.0874
0.4158
-0.0276
-0.0208
-0.0087
Base
3
17
Comb00
-0.0343
0.1534
0.825
-0.0467
-0.0384
-0.0158
Base
4
18
POPO
-0.0069
0.0286
0.1893
-0.0051
-0.0072
-0.0021
Base
4
18
CVM
0
0
0
0
0
0
Base
4
18
CMA
-0.0221
0.1082
0.4732
-0.0258
-0.0229
-0.0067
Base
4
18
Comb00
-0.0405
0.1915
0.9275
-0.0432
-0.0421
-0.0124
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
MX tonf-m
MY tonf-m
MZ tonf-m
0.0763
0.0165
0.0582
0.0473
0
0
0
0
-0.1169
0.0526
0.0464
0.0844
0.1501
-0.0106
-0.2154
0.1804
0.0881
0.1996
0.2764
0.0717
-0.0838
0.0907
0.0135
-0.0559
-0.0503
Página 14
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected] Load Unique Case/Com Name bo
Story
t Label
FX tonf
FY tonf
FZ tonf
MX tonf-m
MY tonf-m
MZ tonf-m
Base
5
19
Base
5
19
POPO
-0.0071
0.0294
0.1958
-0.0024
-0.0073
-0.0013
CVM
0
0
0
0
0
Base
5
0
19
CMA
-0.0242
0.0985
0.48
-0.0099
-0.024
-0.0037
Base Base
5
19
Comb00
-0.0439
0.1791
0.9461
-0.0172
-0.0437
-0.007
6
20
POPO
-0.0089
0.0267
0.1739
0.0007
-0.0083
-0.0015
Base
6
20
CVM
0
0
0
0
0
0
Base
6
20
CMA
-0.0344
0.0653
0.2848
0.015
-0.0303
-0.0044
Base
6
20
Comb00
-0.0607
0.1288
0.6423
0.022
-0.0541
-0.0083
7.5.4 Modal Results Table 7.5.5 - Modal Periods and Frequencies Period Frequency Circular Frequency Eigenvalue Case Mode rad²/sec² sec cyc/sec rad/sec Modal
1
0.037
27.255
171.2462
29325.2725
Modal
2
0.014
72.602
456.1693
208090.4734
Modal
3
0.011
91.652
575.8664
331622.0541
Modal
4
0.007
133.63
839.6228
704966.3886
Modal
5
0.005
190.127
1194.6063
1427084.2236
Modal
6
0.004
232.148
1458.6271
2127593.121
Modal
7
0.003
291.743
1833.0725
3360154.6735
Modal
8
0.003
305.716
1920.8723
3689750.5119
Modal
9
0.002
555.936
3493.0504
12201401
Modal
10
0.002
575.594
3616.5646
13079539
Modal
11
0.002
602.405
3785.021
14326384
Modal
12
0.001
733.7
4609.9735
21251856
Table 7.5.6 - Modal Participating Mass Ratios (Part 1 of 2) Period Mode UX UY UZ Sum UX Sum UY sec
Case
Sum UZ
Modal
1
0.037
0.0198
0.724
0
0.0198
0.724
0
Modal
2
0.014
0.0774
0.1112
0
0.0972
0.8352
0
Modal
3
0.011
0.578
5.891E-06
0
0.6752
0.8353
0
Modal
4
0.007
0.0205
0.0492
0
0.6958
0.8845
0
Modal
5
0.005
0.0014
0.0218
0
0.6971
0.9063
0
Modal
6
0.004
0.0006
0.0112
0
0.6977
0.9175
0
Modal
7
0.003
0.2151
0.0002
0
0.9128
0.9177
0
Modal
8
0.003
0.0568
0.0004
0
0.9697
0.9181
0
Modal
9
0.002
0.0002
0.0004
0
0.9699
0.9185
0
Modal
10
0.002
0.0076
5.568E-06
0
0.9775
0.9185
0
Modal
11
0.002
2.5E-05
0.0812
0
0.9775
0.9998
0
Modal
12
0.001
0
0
0
0.9775
0.9998
0
Case
Table 7.5.6 - Modal Participating Mass Ratios (Part 2 of 2) Mode RX RY RZ Sum RX Sum RY
Sum RZ
Modal
1
0.724
0.0198
0.2117
0.724
0.0198
0.2117
Modal
2
0.1112
0.0774
0.331
0.8352
0.0972
0.5428
Modal
3
5.891E-06
0.578
0.0307
0.8353
0.6752
0.5734
Modal
4
0.0492
0.0205
0.0482
0.8845
0.6958
0.6216
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Página 15
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected] Case
Mode
RX
RY
RZ
Sum RX
Sum RY
Sum RZ
Modal
5
0.0218
0.0014
0.0619
0.9063
0.6971
0.6836
Modal
6
0.0112
0.0006
0.0187
0.9175
0.6977
0.7023
Modal
7
0.0002
0.2151
0.0551
0.9177
0.9128
0.7574
Modal
8
0.0004
0.0568
0.0048
0.9181
0.9697
0.7622
Modal
9
0.0004
0.0002
0.0019
0.9185
0.9699
0.7641
Modal
10
5.568E-06
0.0076
0.0016
0.9185
0.9775
0.7657
Modal
11
0.0812
2.5E-05
0.2293
0.9998
0.9775
0.995
Modal
12
0
0
0
0.9998
0.9775
0.995
Table 7.5.7 - Modal Load Participation Ratios Static Dynamic Case Item Type Item % %
Case
Modal
Acceleration
UX
99.98
97.75
Modal
Acceleration
UY
100
99.98
Modal
Acceleration
UZ
0
0
Table 7.5.8 - Modal Direction Factors Period Mode UX UY UZ sec
RZ
Modal
1
0.037
0.024
0.862
0
0.115
Modal
2
0.014
0.297
0.427
0
0.276
Modal
3
0.011
0.441
0
0
0.559
Modal
4
0.007
0.039
0.094
0
0.867
Modal
5
0.005
0.023
0.374
0
0.603
Modal
6
0.004
0.004
0.074
0
0.922
Modal
7
0.003
0.329
0
0
0.67
Modal
8
0.003
0.96
0.007
0
0.032
Modal
9
0.002
0
0.001
0
0.999
Modal
10
0.002
0.051
0
0
0.949
Modal
11
0.002
0
0.096
0
0.904
Modal
12
0.001
0
0
0
1
EFICIENCIAS REPORTADAS POR ETABS 2016
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Página 16
ING ROGERIO PACHECO CARMONA CALCULO Y DISEÑO ESTRUCTURAL MOVIL 55 5144 4124 Email: [email protected]
8. CONCLUSIONES: UNA VEZ ANALIZADA LA ESTRUCTURA, SE HACE PATENTE QUE LOS MATERIALES UTILIZADOS: COLUMNAS, TRABES Y LOSACERO, DESCRITOS EN ESTA MEMORIA SON CORRECTOS, POR LO CUAL, LA SEGURIDAD ESTRUCTURAL QUEDA GARANTIZADA AL CUMPLIRSE SATISFACTORIAMENTE LAS REVISIONES POR ESTADO LÍMITE DE FALLA Y DE SERVICIO.
ATENTAMENTE
ING. ROGERIO PACHECO CARMONA
COSCOMATE # 55 COL. BOSQUES DE TELAMEYA DELEG. COYOACAN, C.P. 04730
Página 17
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