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BAR BENDING SCHEDULE6 mm Dia Stirrups @ 210 mm C/C A!"#r Bars 2 $

6 mm Dia Stirrups @ %00 m

Mai Bars 2 $ 16 mm Dia

600 2&00

2'0 4000

(00

2 $ 2 $ 12 mm Dia

12 mm Dia 2 $ 16 mm Dia

% $ 2 $ 16 mm Dia

16 mm Dia

No

Mai Bars

16 2

%')6 * 1& + 16

%000 * 2 + 2'0 , 2 + '2 CL-.t" * 1& + Dia # Bar

CSpa * L "i!3-ss , E4s C#5-r %6&% 4.684 m

12 2

A!"#r Bars %')6 * 1& + 12

%000 * 2 + 2'0 , 2 + '2 CL-.t" * 1& + Dia # Bar

CSpa * L "i!3-ss , E4s C#5-r %612 4.612 m

16 2

(00 , 2 + 2( %')6 * 1& + 16

, 16 %'% * 2 + 0%1% +

Cra3-4 Bars %'% (0%''(2

7)& 2&00 7)& C8-.t" * 1&4 * 2 + 0%1%"

CB L-.t" * ,E4C CB L-.t" * ,E4C 5.043 m

6 17

2 + 9 %(0 * 1&0

: * 2% + 6

%(0 Stirrups 1%0%

2 + 9L*B: * 2% Dia # Bar

1.404 m

9 7)& / 210 :

1&0 * 1 + 2 *

H (00 , 2 + 2( 9 2&00 / %00 :

2'0 , 2 + 2( 17No's

NAME

CUT LENGTH OF BARRS(mm)

!"

mm

LENGTH #NCLUE BENS(m)

B 

E 

A 

$

X

X

X

X

Y

Y

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 OF RCC BEAM12 mm Dia 2 $ 16 mm Dia Cra3-4 Bars

(00

m !/!

Mai Bars 2 $ 16 mm Dia

600

2'0

C8-ar C#5-r #p 2( mm N#t-; "- R-4 C#8#r C-88s

C8-ar C#5-r B#tt#m 2( mm ar- Iput #u

C8-ar C#5-r E4s '2 mm Ca C"a.- t"-s- 5a8u-s-i."t # St--8/m 7&60 ?./m

esigned By: #BOSS [Land Surveyor - AutoCAD Civil 3D]

%6&% + 2 i+

16 2+ 7&60

1(&0%.368 % 1000 + %6&%

m 1.580 &m 7.3%%&

%612 + 2 i

+

12 2

+ 7&60

)22% + %612

%.224 % 1000 42.541&

m 0&&&?./m

(0%' + 2 i+

16 2+ 7&60

100&7 + 1(&0

10.087

% 1000 15.%32&

1.580&m

m

1%0% + 17 i+

6 2+ 7&60

0222 + 2'&6&

23.868 % 1000 5.302&

m 0.222 &m

TOTAL E#GHT OF STEEN #N &G * 71.174&

TOT LENGTH

(m)

T OF STEEL (&m)

+OL * ,!4-2 - o/ SmTOTAL E#GHT

(&)

Y

Y

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TOTAL E#GHT OF STEEL #N TON * 0.071T

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