Question: The 12 in by 20 in column of the frame shown in figure is subjected to an axial load PD=200 kips and a moment

The 12 in by 20 in column of the frame shown in 

The 12 in by 20 in column of the frame shown in figure is subjected to an axial load PD=200 kips and a moment Mp= 120 K-ft due to dead load and an axial load P= 160 kips and a moment M = 110 K-ft due to live load. The base of the footing is 4 ft below the final grade. Design the footing using fe' = 3 ksi, fy= 40 ksi and the allowable soil pressure is 4 ksi.

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