8/18/2019 BBS of Slab

1/8

Bar Bending Schedule of Main

S. No. Description of Bar No. Bar Mark  

1 Slab Reinforcement Detail (Grid A

i Main Bar 10 29 A 4.26

ii Main Bar 10 29 B 4.26

! "#tra Bar

i) 10 11 Ax 1.8

ii) 10 17 Bx 1.2

10 29 A 5.02

10 29 B 4.34

A. Slab Reinforcement Detail ($nner %annel&'

Dia. )fBar* mm

Shape of Bar(All dimensions are in m

+engthof Bar* m

Top (Along Width atEnds)

Top (Along Width atEnds)

Distribution bars incranked portion (aon!en!t" at inner portion#

Distribution bars incranked portion (aon!$idt"#

4.95

1.20

0.65 1.05

3.01   0

 .    1   6

0   . 1   6   

0.12 0.12

4.26

0.45 1.05

2.32   0

 .    1   6

0   . 1   6   

0.12 0.12

1.20

8/18/2019 BBS of Slab

2/8

A. Main Bar 10 22 A

B. Main Bar 10 24 B

B "#tra Bar

B.2 10 12 Ax

B.2 10 11 Bx

10 24

A

10 22

B

Top (Along Width at

Ends)

Top (Along Width atEnds)

Distribution bars incranked portion (aon!en!t" at inner portion#

Distribution bars incranked portion (aon!$idt"#

3.560

1.8

0.45 0.65

2.30   0

 .    1   4

   0

0   . 1   4   0   

0.100 0.100

3.560

0.45 0.65

2.30   0

 .    1   4

   0

0   . 1   4   0   

0.100 0.100

1.8

8/18/2019 BBS of Slab

3/8

  lab

,t. in -g Remarks

123.54 0.62 76.26

123.54 0.62 76.26

19.8 0.62 12.22

20.4 0.62 12.59

145.58 0.62 89.86

125.86 0.62 77.69

./0 kg

,astage (12 03.3! kg

4otal+engthof Bars*

m

4otal ,t.in -g

4otal Steel in Single)uter %annel

8/18/2019 BBS of Slab

4/8

78.32 0.62 48.35

254.64 0.62 157.19

21.6 0.62 13.33

19.8 0.62 12.22

85.92 0.62 53.04

78.76 0.62 48.62

!.5 kg

1003. kg

4otal Steel in -g !0.'5

4otal Steel in Single)uter %annel

4otal Steel in )uter%annels ('3

8/18/2019 BBS of Slab

5/8

8/18/2019 BBS of Slab

6/8

8/18/2019 BBS of Slab

7/8

Bar Bending Schedule

S. No.

A. 7olumn 6ooting 1 (7611 Bottom %art Reinforcement

A. Main Bar 10

B. Main Bar 10

B "#tra Bar

B.1 Top 10

B.2 Top (Along Width) 10

B.2 10

! 4op %art Reinforcement

A. %ain Bars 20

Description ofBar

Dia. )fBar* mm

Shape of Bar(All dimensions are in m

Top (Along Widthat Ends)

8/18/2019 BBS of Slab

8/8

 of 6oundation Beam

No. Bar Mark ,t. in -g Remarks

73 A 25.34 1849.82 0.62 1141.86

164 A& 26.34 4319.76 0.62 2666.52

185 Ax 2.1 388.5 0.62 239.81

83 Ax& 2.5 207.5 0.62 128.09

490 Axx 1 490 0.62 302.47

8 30.3 242.4 2.47 598.52

+engthof Bar* m

4otal+engthof Bars*

m

4otal ,t.in -g

24.4 '2x0.5

2x0.03 )25.34*

10.67 2x0.03 )10.61*

0.5'27.30'0.5

'1.00x2) 30.30*