Design a single-column footing (including dowels) to support an 11 in. square column reinforced with eight no. 9 (no. 29) bars centered 2.5 in. from the column faces (equal number of bars on each face). the un-factored axial dead load 135 kips, and the un-factored axial live load 125 kips. for the column, fc= 4000 psi and fy= 60,000 psi. the base of the footing will be 3ft below grade. the allowable soil bearing pressure is 3000 lb/ft2. material strengths for the footing are pc= 3000 psi and fy= 60,000 psi.