Design for load transfer from a 14-in-square tied column to

Question

Design for load transfer from a 14-in.-square tied column to a 13-ft-0-in.-square reinforced concrete footing. Use P_u = 650 kips, footing f′ _c = 3000 psi, column f′ _c = 5000 psi, and f_y = 60,000 psi (all steel). The column is reinforced with eight No. 8 bars.