$3.)$ Find the vertical deflection at $\backslash ($ C $\backslash )$ due to the applied moments of $\backslash (6\backslash$mathrm$\{$kip$\}*\backslash$mathrm$\{$ft$\}\backslash )$ at each end of the beam in the directions shown. E and I are uniform across the beam, and you can give your answer in terms of E and I. Specify direction with either an arrow or a $+$ or sign. $(13$ points$)$