$($a$)$ Draw $($hand$-$drawing is acceptable, for as long as it is clear$)$ the cross$-$section view $($i$.$e$.,$ section $A-$A$),$ without showing the reinforcement, of the slab based on the information provided. Then, compute & show on the same view the required shear forces $(V_u)$ and moments

$(M_u)$ at critical locations of the slab per ACI$318.$ Use clear span for your calculations.

$($b$)$ The design shear capacity $(V_n)$ per linear $ft$ of the slab is nearly?

$($c$)$ Compute per ACl$318$ the minimum flexural reinforcement required $($i$.$e$.,A_{s\text{m}\text{i}\text{n}})$ per linear $ft$ of slab.

$($d$)$ Compute per ACl$318$ the design flexural capacity $(M_n)$ per linear $ft$ of slab for positive moment region of the slab, if it is reinforced with No $4Gr-60$ rebars at ${10}^{\text{'}\text{'}}$ on$-$center spacing.

$($e$)$ What is nearly the amount of temperature and shrinkage reinforcement required per linear $ft$ of the slab. Note No$.3Gr-60$ rebars are used. Round the spacing to the near $\frac{1}{4}-$in$.$