Question: A 4 0 0 kN vertical downward column load acts at the centroid of a 1 . 5 - m square footing. The bottom of

A 400 kN vertical downward column load acts at the centroid of a 1.5-m square footing. The
bottom of this footing is 0.4 m below the ground surface and the top is flush with the ground
surface. The groundwater table is at a depth of 3 m below the ground surface. Compute the
bearing pressure.
A 4 0 0 kN vertical downward column load acts at

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