Design the rectangular reinforced concrete beam for moment and shear. Use only tension steel for flexure. The loads shown are service loads. The uniform load is composed of 1 kip/ft dead load (does not include beam weight) and 1 kip/ft live load. The concentrated loads are dead load. Assume the supports to be 12-in. wide. Use f′c = 4000 psi and fy = 60,000 psi. Show design sketches, including the stirrup pattern.