Problem $2(20$ points$).$

Assume to solve the structure below using the method of consistent deformations, you have removed the ability of point F $($located midway between A and B$)$ to carry moment and bar ED to carry axial force. You have then wrote compatibility equations based on this approach. In one of your equations there is a term ${}_{gD}{M}_p,$ the displacement of the cut of bar ED due to the moment at F$.$ Compute, the value of this term, including both

$\{[EC,CD,ED\frac{?}{B}=ARS],[AB,BC=$FRAMES$]\}$

SOMplete axpressian$)$

w$/$ ao unknowa values

B$)$ Write any additional equilibrium and$/$or compatibility equations necessary to solve the structure. Considering all of your equations from parts A and $B,$ you should have an equal number of equations and unknowns. Do not solve the equations.