$(2)$ Consider the same beam. Use the Superposition Method

$($Force Method$)$ again, but this time, use $M_A$ as the redundant

reaction.

Complete the loading diagrams for System I and

System II$.$ In System I, remove the redundant

reaction. In System II$,$ apply it $($as if it were a load$).$

Sketch $v(x)$ on top of each of the two loading

diagrams.

Use the beam tables to compute the applicable slope

in System I.

Use the beam tables to compute the applicable slope

in System II$.$