Schedule Of Beam And Slab Sample 25426e

NOTE : ALL TRUSS MEMBER CONNECTIONS SHALL BE FULLY WELDED.

STANDARD BEAM DETAILS NOT

TO

TYPICAL REINFORCED CONCRETE BEAM ELEVATION

SCALE

MARK

B

DIMENSIN (mm) b

h

200

500

CONTINUES BARS TOP BOTTOM

STEEL REINFORCING BARS LEFT MIDSPAN TOP BOTTOM EXTRA-BOT. BARS

RIGHT TOP BOTTOM

25 MM. DIA. ANCHOR BOLTS W/ NUT LENGTH = 300 MM. W/ 50 MM. HOOK

GROUT

SCHEDULE OF BEAMS STIRRUPS (mm)

MID BARS

-

LEFT

MIDSPAN

300 X 350 X 20 MM. BASE PLATE

RIGHT

TRUSS

5 @ 150, REST @ 200mm 0.C. UP TO MIDSPAN

45 DEG. FILLET WELD

SCHEDULE OF SLAB REINFORCEMENT 4

TRUSS CONNECTION DETAIL

S-5

SCALE:

NTS

45 DEG. FILLET WELD 50 X 50 X 4.0 MM. ANGLE BAR 2" x 4" C - PURLINS @ 0.70 M. O.C. 10 MM. DIA. SAG ROD

TRUSS SCHE DULE DESIGNATION

MARK

TOP CHORD

TC

BOTTOM CHORD

BC

WEB

WM

NOTE : RF-1 = RF-2 =

DESCRIPTION

USE 2mm Thk. x 2"x 4" C-RAFTER USE 2-2mm Thk. x 2"x 4" C-RAFTER USE 6mm THK. GUSSET PLATE USE 16mm THK. BASEPLATE

NOTE : ALL TRUSS MEMBER CONNECTIONS SHALL BE FULLY WELDED.

PROJECT & LOCATION

4

PURLIN CONNECTION DETAIL

S-5

SCALE:

OWNER

NTS

SHEET CONTENTS

SHT NUMBER

ALL PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE DESIGNER

ENGINEER

AND CANNOT BE COPIED OR DUPLICATED IN PART OR

JUAN DE LA CRUZ

IN WHOLE WITHOUT WRITTEN PERMISSION,THIS MUST HAVE TO BE RETURNED WHEN NO LONGER IN USE.

REG. NO :

PTR. NO :

TIN NO :

DATE :

DESIGNER

SCHEDULE OF BEAMS/GIRDER CONNECTION DETAILS SCHEDULE OF SLAB REINFORCEMENT DRAWN: JBS 08/07/13

S-103