Design the slabs S1 and S2 to carry a service live load 200 lb/ft² and service dead|load (not including self weight) 50 lb/ft². All beams are 14 in wide. Unit

weight of concrete is150 lb/ft³. Use f. = 3750 psi and fy = 60,000 psi. • Show full calculations for the reinforcement to be used for S1, left support and present the results for the remaining locations in a table. • Provide a sketch of the reinforcement.