Problem $1$: A simple span one$-$way slab is supported on $10-$in wide masonry walls. The centerto$-$center span is $14ft.$ The thickness of the slab is $8\mathrm{.}5in.$ and is reinforced with No$.4$ longitudinal bars at $11$ in$.$ Determine:

a$)$ The design flexural strength of the slab.

b$)$ The design shear strength of the slab.

c$)$ How much live load in psf could the slab carry if it already has a superimposed service dead load of $15$ psf$.$

Assume that cracking conditions and temperature reinforcement are satisfied. Use $f_c^{\text{'}}=4000$ psi and $f_y=60,000$ psi.

$($Do not forget that a superimposed dead load is in addition to the weight of the member$)$