The given frame $\backslash ((\backslash$boldsymbol$\{$E I$\}=\backslash$boldsymbol$\{$C o n s t a n t$\})\backslash )$ is subjected to the shown external load. Using the Force Method, draw the shear force, and axial force diagrams.

The primary structure is selected by removing the horizontal constraint at support $\backslash ($ C $\backslash )$ and inserting a hinge at $\backslash ($ B $\backslash )($moment release$).$