Issuu on Google+

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

[2]

1


REBAR SHOPDRAWING PILECAP