2-17. Design a rectangular reinforced concrete beam (ten- sion steel only) for a simple span of 32 ft. Uniform service loads are 0.85 kip/ft dead load and 1.0 kip/ft live load. The beam is to be 11 in. wide and 26 in. deep overall (form reuse consideration). Use f=4000 psi and f, 60,000 psi. Calculate &M,, for the beam designed.