Design a simple$-$span one$-$way slab to carry a uniformly distributed live load of $300$ psf$.$ The span is $25$ ft $($center$-$to$-$center of supports$).$ Use f$$c$=4,000$ psi and fy$=60,000$ psi. Select the thickness to be not less than the ACI minimum thickness requirementDesign a simple$-$span one$-$way slab to carry a uniformly distributed live load of $300psf.$ The

span is $25ft($center$-$to$-$center of supports$).$ Use $f_c^{\text{'}}=4,000$ and $f_y=60,000.$ Select the

thickness to be not less than the ACI minimum thickness requirement.