The slab system has a longer span of 32 meters and a shorter span of 4.0 m. Factored slab load is 100 Kip/ft2, fc’=17.25 MPa, and fy=300 MPa. Select SI reinforcing bars and keep the width equal to 277mm. Architecturally, the maximum permitted depth is 450 mm. Design a rectangular singly reinforced flexural member to be used as an interior simply supported short beam.