$(2)$ Consider the same beam. Use the Superposition Method $($Force Method$)$ again, but this time, use $\backslash (\backslash$mathbf$\{$M$\}\_\{\backslash$mathbf$\{$A$\}\}\backslash )$ 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 $\backslash (\backslash$mathbf$\{$v$\}(\backslash$mathbf$\{$x$\})\backslash )$ 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$.$Write the compatibility equation and solve for $\backslash (\backslash$mathbf$\{$M$\}\_\{\backslash$mathbf$\{$A$\}\}\backslash ).$Verify that your solution for $\backslash (\backslash$mathbf$\{$M$\}\_\{\backslash$mathbf$\{$A$\}\}\backslash )$ matched your answer on the previous page.It matches! $($I am lost in the forestComplete the FBD and construct the V and M diagrams at right.