A rectangular concrete beam of width b = 24 inches is limited by architectual considerations to a maximum total depth of h = 16 inches. it must carry a total factored load moment of Mu = 400 ft-kips. Design the flexural reinforcement for this member, using compression steel if necessary. Allow 3 inches to center of the bars from the compression or tension face of the beam. Materal strengths are Fy = 60,000 psi and F'c = 4,00 psi. Select Reinforcement to provide the needed areas , and show a sketch of yuor final design, including provision for no.4 stirrups.