Design a simply supported one-way reinforced concrete slab

Reference no: EM13304798

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. a) Design the slab for the ACI Code minimum thickness. b) Design the thinnest possible slab allowed by the ACI Code.

Reference no: EM13304798

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