NGUYEN DUC HOA Tekla Structures Training HSD VIET NAM E: hoa_nd@hsdvn.com.vn M: +84 906 121 726
1075
A
6
2892
300
Ø12- 5
600
1350
400
300
±0.000
BE TONG LOT/ LEAN CONCRETE
Ø12- 5
50
Ø16 -a 150 7
B
2748
3000
3600
-1.300
Ø16- 7
B
100
1276
3000
300
100
3000
300
3600
2160
Ø16 -a 150 6
COC BE TONG UST HIEN HUU D600 EXISTING SPUN PILE D600
Ø16- 6
2920
MAT CAT A-A/SECTION A-A TL[SC] 1:25
400 600
A 1400
300
2000
DAI COC PC2 / PILE CAP PC2 TL[SC] 1:25
REBAR BENDING SCHEDULE Pos
Diameter
Number
Grade
Length
Kg/p
Weight
2
D
8740
7.76
15.5
1320
6
16
10
D
4960
7.83
78.3
1160
2160
1075
12
16
20
D
3330
5.26 105.2 1292 Total:
199.0
BE TONG LOT/ LEAN CONCRETE Ø16- 7 300
1400
100
1400
1292
Ø16- 6 COC BE TONG UST HIEN HUU D600 EXISTING SPUN PILE D600 300 100
MAT CAT B-B/SECTION B-B TL[SC] 1:25
ABC CONTRACTOR VSIP TU SON BAC NINH PROJECT
1059
Tekla Structures
2892
7
7
2000
Bending shape 2920
5
Ø12- 5 -1.300
50
300
1059
1320
1350
5
300
300
1160
±0.000
: TRAINING CIP BASIC
DRAWING TITLE : REBAR SHOPDRAWING PC2 PROJECT NO.
: BAI TAP 1
ISSUE DATE :
MODELLED BY
: CPE
DRAWING No : G
REV
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