Question: For a uniform pressure distribution under the foundation, compute B and B 2 with a net allowable bearing capacity of 2 5 0 kPa. The

For a uniform pressure distribution under the foundation, compute B
and B2 with a net allowable bearing capacity of 250kPa. The column
spacing is specified as 12 meters. Q1=2500kN and Q2=3500kN are
the column loads.
A hint: Use force and moment equilibrium to compute the reactions
under foundations.
For a uniform pressure distribution under the

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