Problem $3$: $(20$ points$)$

The moments have been calculated using the Moment Distribution Method. They are as follows: $M_{AB}=16\mathrm{.}7$kip$-ftCCW,M_{BA}=41\mathrm{.}7$kip$-ftCW,M_{BC}=41\mathrm{.}7$kip$-ftCCW,$ and $M_{CB}=54\mathrm{.}2$ kip$-$ft CW$.$ Draw the Shear Force $($V$)$ and Bending Moment $(M)$ diagrams.

Note: CW $=$ clockwise, CCW $=$ counterclockwise. For moment distribution method, clockwise moment is positive $(+).$ Remember sign conventions of V & M diagrams. Draw FBDs as needed.