The beam shown below is subject to the loading shown. Plot the moment and shear diagrams

using the segment method.

Assuming only flexural deformation, use virtual work and integration table $($or visual integration$)$

to determine the deflection and rotation at Point $C.$

Note: $E=29,000$ksi and $I=92\mathrm{.}2i{n}^4$ along the entire length of the beam. Show all calculations clearly