l a n o i 725
8145
t a c u 7150
( 2 )4Ø16
A
(4) 6Ø25
3 No.(2) 4Ø16
1450
600
s e r u t
( 3 )6Ø25
SC 1:25
45°
Length
Kg/p
Weight
Bending shape 1420
H
8
16
40
12
3
H
25
6
4
H
25
6
5
H
8
40
6
H
8
63
3950
7150
8300
1.56
11.29
31.99
e 8825
34.01
4250
1.68
900
0.35
Total:
62.4
99
45°
l k 135.5
00
191.9
99
204.1
11
8120
8145
45°
67.2
99
22.4
99
683.4
SC 1:25
(2) 4Ø16
115 620
( 6 )21Ø8
(6) 21Ø8 (5) 40Ø8
(2) 4Ø16
(1) 40Ø8
(3) 6Ø25
620
( 5 )40Ø8
460
( 1 )40Ø8
7150
45°
1420
115
Tekla Structures
2
H
115
1
460
45°
BEAM XXX
620
A-A
SC 1:20
240
Diameter Number
725
Grade
620
Pos
8120
(6) 21Ø8
1420
S a
REBAR BENDING SCHEDULE
A
45°
115
(2) 4Ø16
600
45°
45°
(6) 21Ø8
d E
GM32-1000x400
115
c u rt (4) 6Ø25
(1) 40Ø8@150
(3) 6Ø25
1420
3D
3 No.(6) 21Ø8@300
240
(5) 40Ø8@150
GM34-1000x400
( 4 )6Ø25
115
Project Tekla Structures Project Name Location Jurong East, SINGAPORE Detail of Contractor Tekla South East Asia Architect Tekla (SEA) Revision Holes Paint Drawn Chk'd. 0 Dia. U.N.O
Contract No.
Drg No.
TS1000
[GM.1 - 2]