Answer Posted / animesh kulshrestha

Side cover in coulmn=40mm
If dia. of ring bar used is assumed is d= 8mm
Then,
Total Cutting length=2(L+B)-2(2x40)+2d+2(5*d)
=2(300+600)-160+16+80
=1736 mm

a) we have 30nos., 300mm dia, 4m length double under reamed piles.calculate excavation quantity.b) tell concrete qty. also.

13331

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2736

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