Question: Q 4 ( 2 0 Pts ) . For a net allowable bearing capacity of 2 5 0 kPa, calculate B and B 2 for

Q4(20 Pts). For a net allowable bearing capacity of 250kPa, calculate B and B2 for a uniform pressure distribution under foundation. Distance between columns is given as 12m. Column loads are Q1=2500kN and Q2=3500kN.
Hint: You should calculate the reactions under foundations using force and moment equilibrium.
Q 4 ( 2 0 Pts ) . For a net allowable bearing

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