A. For the three cases shown determine the factored moment, Mu, at the critical section. The qu,net value is 4.98 ksf. In all cases the footings have a width of 6 feet and a total depth of 2 feet. 18 in. x 18 in. concrete - 7.625 in. masonry wall 6 in. x 6 in. column Steel column 12in. x 12 in. Base plate B. A normal weight reinforced concrete square footing (8ft x 8ft) has a total depth of 22 in. It carries a square column (20 in. x 20 in.). If qu̟net value is 5.24 ksf determine if the footing can carry the shear (Two-way and one-way) without shear reinforcement. Assume d = 18 in., f'c= 3,000 psi and fy = 60,000 psi. %3D