sider the beam below which has a fixed support at $A,$ a fixed s centrated load at midspan $($point B$)$ as she and is subjected to a ative $65\mathrm{.}34$ kip$-$ft and the moment reaction at end $C$ is negative $53\mathrm{.}46$ kip $-$ft$.$ Using the method of ble integration, determine the maximum deflection of the beam. Let $I=150i{n}^4$ and $E=30,000ksk$ indicates load in kips $(1000$ pounds$).$