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 fc' = 3000 psi and fy = 60,000 psi. Make the slab thickness to ½-in. increments. Unit weight of concrete=150 lb/ft3
a) Design the slab for the ACI Code minimum thickness.
b) Design the thinnest possible slab allowed by the ACI Code.