l a n o i 725
8145
t a c u 7150
( 2 )4Ø16
3 No.(2) 4Ø16
(4) 6Ø25
A
1450
600
s e r u t
( 3 )6Ø25
3D 1:25
Length
Kg/p
Weight
Bending shape
1420
8
40
3950
1.56
62.4
99
45°
11
H
460
45°
1
H
16
12
7150
11.29 135.5
00
3
H
25
6
8300
31.99 191.9
99
4
H
25
6
H
8
40
6
H
8
63
e
34.01 204.1
4250
1.68
900
0.35
Total:
8145
11
45°
67.2
99
22.4
99
683.4
45°
1420
5
5
8825
8120
11
Tekla Structures
5
l k
2
7150
620
d E
(3) 6Ø25
A
8120
BEAM XXX 1:25
45°
(6) 21Ø8
1420
1420
(2) 4Ø16
115 620
( 6 )21Ø8
(6) 21Ø8
(2) 4Ø16
(5) 40Ø8
(1) 40Ø8
(3) 6Ø25
620
( 5 )40Ø8
460
( 1 )40Ø8
A-A
240
Diameter Number
725
Grade
620
Pos
600
5
S a
REBAR BENDING SCHEDULE
GM32-1000x400
11
(2) 4Ø16
45°
(1) 40Ø8@150
45°
5
(6) 21Ø8
45°
11
c u rt (4) 6Ø25
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]