Bar bending schedule of footing,

Bar bending schedule of footing

In this article we will calculate bar bending schedule of a footing.
to calculate bar bending schedule of any component be its, column, beam, footing,or slab, the first thing you should keep in your mind is properly read the drawing and carefully observe the given data.

bbs of footing by ess

GIVEN,
DIA OF BAR = 12mm
CLEAR COVER= 50mm
LENGTHOF FOOTING= WIDTH OF FOOTING = 2m = 2000mm
THICKNESS OF FOOTING = 250mm
Ld=DEVELPOMENT LENGTH= thickness of footing-clear cover = {250-(2x50)}=150



Number of bars:-
MAIN BAR = RED BARS=(TOTAL DISTANCE/SPACING)+1
  ={(2000-(2X50))/150}+1=14
DISTRIBUTION BAR = BLUE BAR=(TOTAL DISTANCE/SPACING)+1
  ={(2000-(2X50))/150}+1=14

THEREFORE, TOTAL BARS REQUIRED= 28

CUTTING LENGTH:-

MAIN BAR= (TOTAL SPAN-CLEAR COVER)+Ld -BENDS

  ={2000-(2 X 50)} +(2 x 150)-2(2 x 12)}
  =2152mm =2.152m
*AS BOTH SPANS ARE EQUAL, THE CUTTING LENGTH OF MAIN BAR WILL BE EAUAL TO THAT OF DISTRIBUTION BAR.
DISTRIBUTION BAR= 2.152m

WEIGHT OF BARS:-
MAIN BAR= D^2/162 X LENGTH OF BAR
  =〖12〗^2/162 X 2.152
  =1.91 kg.
TOTAL WEIGHT OF MAIN BAR = (TOTAL NO. OF BAR X WEIGHT OF 1 BAR)
    =14 X 1.91kg
    =26.74kg
TOTAL WEIGHT OF DISTRIBUTION BAR= MAIN BAR=26.74kg


now , you can also calculate bbs of a footing of any size.
best of luck.
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