Determine and detail the required positive flexural reinforcement (and any compression steel if needed) of a 32-in-wide and 20-in-deep beam subjected to a positive factored bending moment equal to 825 kips. ft . assume normal-weight concrete with f’c = 5,000 psi, a 1-in maximum aggregate size, and grade 60 reinforcement. make sure the section has to be tension-controlled and reinforcement satisfy maximum and minimum spacing requirements. draw a 1: 4 scale cross-section to show your final design.