Bar Bending Schedule - RCC Slab New

Bar Bending Schedule - RCCm m

300

6 Dia @

180 mm C/C

8 Dia @

170

mm C/C m m

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4000 230 mm

#!te ll n.ut data Cell are in Red C!l!r Cut ength !" Bar 100 - 2 ' 13 - 8+ 66

2000 ( 2 ' 230 - 2 ' 2* + 2410 mm 4000

2000

230 mm

( 2 ' 230 - 2 ' 2* + 4410 mm

XX

Dia

#!

ength $m%

2410 ( 18 ' 8 ( 0)414 ' 66 + 2* 2*81 81)3 )32 2 8 4410 170 ( 1 + 2.5813 dditi!nal ength "!r each 27 No cran + 0)414d 6

2410 ( 1 180 15 No

4.41 4.41 m

 &!tal  &!tal ength $m

2)*8132 ' 27

69.696

4)41

' 1*

66.150

Bar Bending Schedule of RCC S!B " Cut ength !" Bar

Dia

#!,

eng ength th !" Bar Bar $m% $m%

S.an ( 2B - 2CC $S.an - 5C%/ ( 18d ( 0)414h $S.acing C-C%

&!tal !tal eng ength th $m &!tal ength ' #!

Ben$u Bar'

S$raigh$ Bar'

  lab X

300 2   3   0  X

e(or' 100 mm

100 mm

30 m

230 mm

5nd C!er + 2* mm  &!. C!er + 13 mm 13 mm

B!tt!m C!er +

%

eight in g/m 9i 8 4 ' 1000

2

' 7860

 &!tal eight in g

0)3:48: '

6:)6:6

27.522 g

0.39489 gm

9i 6 4 ' 1000

2

' 7860

0)22212 '

0.22212 gm o$al :eigh$ ;

66)1*0

14.693 g 42.215 g

rac$ice Shee$% %

eight in g/m

&!tal eight in g

9i/4 ' $d/1000%2 ' 7860

eight g/m ' ength

o$al :eigh$

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