Question: A 3 ft square footing is founded at a depth of 2 . 5 ft on saturated clay and carries an unfactored vertical column load

A 3 ft square footing is founded at a depth of 2.5 ft on saturated clay and carries an unfactored vertical column load of 65 kip. The underlying clay has an undrained shear strength of 1500lbft2. Compute the allowable shear load this column can carry using ASD with a sliding factor of safety of 1.5.
A 3 ft square footing is founded at a depth of 2

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