2 design a simply supported one way reinforced concrete floor slab to
2. Design a simply supported one-way reinforced concrete floor slab to span 10 ft and carry a service live load of 175 psf and a service dead load of 25 psf. Use f.' - 3000psi and fy = 60,000 psi. Make the slab thickness to ½-in. increments. Unit weight ofconcrete-150 lb/ft³a) Design the slab for the minimum thickness allowed by Table 126.96.36.199, ACI 318-14.b) Use a trial and error procedure (slab thickness in 2-in. increments) to determine the thinnest possible slab ignoring the minimum thickness requirement of Table188.8.131.52, ACI 318-14.
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