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BBS Format New

1) The document provides bar bending details for the reinforcement of various structures including a retaining wall, stem walls, boundary walls, and columns. 2) It includes schedules listing the number, diameter, spacing, and length of reinforcement bars for each structure and structural element. 3) The total calculated weights of reinforcement bars are provided at the end, ranging from 138.73 kg to 20,502.24 kg depending on the bar diameters used.

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Dinesh Kumar Patel
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892 views14 pages

BBS Format New

1) The document provides bar bending details for the reinforcement of various structures including a retaining wall, stem walls, boundary walls, and columns. 2) It includes schedules listing the number, diameter, spacing, and length of reinforcement bars for each structure and structural element. 3) The total calculated weights of reinforcement bars are provided at the end, ranging from 138.73 kg to 20,502.24 kg depending on the bar diameters used.

Uploaded by

Dinesh Kumar Patel
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
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Bar Bending Schedule

Structure:
Area:
Agency:
Client:
Drg No:
Bar Shape
1 2 3 4 5 6 7
b d d e a
a e a
c f d c b c b
a b a c b a b
a c

Dimentions
No of Nos per Cutting
Sl No Description Spacing Total Nos Dia Bar Shape
Structure Structure a b c d e f Length
Total
Unit Total
Cutting
Weight Weight
Length
Dia of Spacing Shape of
Sl N o Description Unit Bars of Bars Bar
7 mtr Retaining Wall
Foundation

Bottom Main Bar Mtr 20 100 c/c

Bottom Distribution Bar Mtr 12 200 c/c

Top Main bar Mtr 16 125 c/c

Top distribution Bar Mtr 12 200 c/c


Stem Wall Nalla Side

Main Bar mtr 16 100 c/c

Distribution Bar mtr 12 200 c/c


Stem Wall Plant-1 Side
.72

Main Bar(Above cut off level) mtr 20 200 c/c


.9
3.5
.72

1.4
Main Bar(Upto cut off level) mtr 20 200 c/c 1.4

56.9
Distribution Bar mtr 12 100 c/c
Coloumn Of Boundary Wall

.15
.075
3.095

.15
Main Bar mtr 12

.15
.075
3.095

.15
mtr 10
.17
.07
2

.22

.22
.17
Stirrup mtr 8 150 c/c
.15 .15

.675

.675
.300

Pedestal Bar mtr 12


Reinforcement Details
Cutting Total Cutting
Nos Length Length 8 10 12 16 20 25

- - - - 4,018.0 -
490 8.2 4018

- - 849.2 - - -
16.75 50.7 849.23

- - - 4,018.0 - -
490 8.2 4018

- - 849.2 - - -
16.75 50.7 849.225

- - - 4,936.2 - -
570 8.66 4936.2
- - 2,463.8 - - -
43 56.9 2463.77

- - - - 2,660.9 -
286 9.32 2660.86

- - - - 1,621.6 -
286 5.68 1621.64

- - 5,416.9 - - -
95.2 56.9 5416.88

- - 262.0 - - -

75 3.47 261.9735099338

- 262.0 - - - -

75 3.47 261.9735099338
351.1 - - - - -

408 0.86 351.1


.675

- - 110.4 - - -

57 1.95 110.4
351.1 262.0 9,951.5 8,954.2 8,300.5

0.395 0.617 0.89 1.58 2.47

138.73 161.712 8845.7666 14149.85 20502.24


Remarks

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