A 11
1906
76
11
76
300
Ø12 -a 200 4 4
284
300
Ø12-a200 4
Ø12-a200 4
Ø12-a200 3
300
1050
Ø12 -a 200 4
1906
Ø16 -a 150 2
1748
Ø12 -a 200 4
1906
2000
Ø16 -a 150 1
50
1876
2600
4
400
284
NGUYEN DUC HOA Tekla Structures Training HSD VIET NAM E: hoa_nd@hsdvn.com.vn M: +84 906 121 726
Ø16-a150 2
Ø16-a150 1
BE TONG LOT/ LEAN CONCRETE
COC BE TONG USD HIEN HUU D600 EXISTING SPUN PILE D600 100
2000
100
2200
MAT CAT A-A/SECTION A-A 300
TL[SC] 1:25 1160
1906 Ø12 -a 200 4 300
2000
300
1920
A
775
2600
DAI COC PC1 / PILE CAP PC1 TL[SC] 1:25
1
1892
REBAR BENDING SCHEDULE Diameter
1
16
Number
14
Grade
D
Length
3360
Kg/p
5.30
Weight
Bending shape
775
Pos
74.3
3
1920
2
16
13
D
3330
5.26
759
1892
68.4 1892
Tekla Structures
3
12
2
D
7940
7.05
1920
1920
14.1
1160
ABC CONTRACTOR VSIP TU SON BAC NINH PROJECT
4
12
44
T
1450
1.29 Total:
56.7 213.4
42°
28
4
: TRAINING CIP BASIC
DRAWING TITLE : REBAR SHOPDRAWING PC1 1176
PROJECT NO.
: BAI TAP 1
ISSUE DATE :
MODELLED BY
: CPE
DRAWING No : G
REV
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