A simple$-$span, one$-$way slab is $6-$in$.$ thick $($h$)$ and carries a uniformly distributed live load and the self$-$weight of the slab. The reinforcement $($longitudinal$)$ is #$4$ bars at $4-$in$.$ on center. Assume the value for depth $($d$)$ is $5\mathrm{.}0-$in$.$ The span length is $7\mathrm{.}5-$ft$.$ Assume fc $=4,000$ psi and fy $=60,000$ psi. Determine the maximum value for the uniformly distributedlive load as a service load