Analysis will show that the beam below has a flexural capacity $($Mn$)$ of $201\mathrm{.}1$ kip$-$ft when considering only the bottom reinforcement to act in flexure. Top reinforcing bars are almost always used, even when not specified. Their purpose is often to hold the reinforcement in place while placing concrete and to provide anchorage for shear stirrups. If the factored bending load $($Mu$)$ is $205$ kip$-$ft$,$ the beam barely does not work. If the top reinforcing bars are included in the analysis, does the beam work? Support your answer by showing the appropriate calculations