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Determine the allowable design load for a column resting on a rectangular footing 2 m by...

Determine the allowable design load for a column resting on a rectangular footing 2 m by 9 m, buried to a depth of 2 m in clay soil with a unit weight of 18.5 kN/m3, internal friction of 39 degrees, a drained cohesion of 36 kPa and undrained shear strength of 119 kPa. Assume the short-term condition governs, water table is at the ground surface and use a factor of safety of 3. Provide your answer in kN as a whole number.

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