$6383973$

$48$CDEF$6$

$(50$ points$)$ Determine if the beam shown in the figure is adequate as governed by the ACI Code $(318-11).$ The loads shown are service loads. The uniformly distributed load is $DL=0\mathrm{.}65+0.F=q,ki\frac{p}{f}t,LL=0\mathrm{.}55+0.E=q,$ kip$/$ft$.$ The dead load excludes the beam weight. The point load is a live load. $f^{\text{'}}c=3,000,fy=40,000.$

In case you find that the section is not tension$-$controlled, use the closest value of $\frac{?}{\text{b}\text{a}\text{r}}(k).$ ONLY FOR THE SAKE OF SIMPLIFYING THIS PROBLEM, SHOULD NOT BE FOLLOWED ELSEWHERE.