Design a reinforced rectangular beam for service loads. wat $=1\mathrm{.}6$ kips $\frac{?}{ft}$

$WL=1\mathrm{.}9\frac{k}{f}t$

$($Self wt$.$ already included in the given loads$)$

Take $=0\mathrm{.}5{}_b$

$P_b=P_{\text{b}\text{a}\text{l}\text{a}\text{n}\text{c}\text{e}\text{d}}$

$[$see tables$]$

$F_y={60}^{\text{k}\text{s}\text{i}}$

$f_c^{\text{'}}=4^{\text{k}\text{s}\text{i}}$