Design a simply supported one-way reinforced concrete floor slab to span 12 ft and carry a service live load of 180 psf and a service dead load of 20 psf. Use fc’=3000 psi and fy=60,000 psi. Make the slab thickness to 1⁄2 inch increments. (Hint: Design the slab according to the ACI Code minimum thickness)
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