PILE FOUNDATION A square pile cap shown consists of five piles. The foundation is subjected to an ultimate vertical load of 1050kN on a 450mm square column and moment of 160kN-m. The diameter of piles is 0.30 m,f_(c)^(')=28MPa and f_(y)=276MPa, effective depth of footing =0.6m. Reduction factors for moment =0.90 and for shear =0.75, respectively.

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PILE FOUNDATION A square pile cap shown consists of five piles. The foundation is subjected to an ultimate vertical load of

1050kN

on a

450mm

square column and moment of

160kN-m

. The diameter of piles is 0.30

m,f_(c)^(')=28MPa

and

f_(y)=276MPa

, effective depth of footing

=0.6m

. Reduction factors for moment

=0.90

and for shear

=0.75

, respectively. Compute the maximum and minimum pile reactions at ultimate loads. Determine the punching shear stress around the square column. Determine the critical beam shear stress. Design the number of

28mm

diameter bars considering the critical design moment.

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