A$)$ Using the method of consistent deformations, write the compatibility equations necessary to solve this two degree indeterminate structure. Draw DIAGRAMS clearly indicating what each displacement term in your equations means, and what force$($s$)$ are applied to evaluate that particular displacement. NOTE: By use of diagrams and$/$or words, you must clearly describe what each displacement term means and what forces$($s$)$ is applied to evaluate that term. Include both bending and axial force components. Each member has E$,$ I, A$.$

Assume to solve the structure in part A$)$ above using the method of consistent deformations, you

have removed the ability of point D $($located midway between E and B $)$ to carry vertical shear and point E

$($located at the top of member CE$,$ but just below the beam ADB $)$ to carry moment. You have then wrote

compatibility equations based on this approach. In one of your equations there is a term theta$\_($E$)$V$\_($D$),$ the rotation of

the moment release at E in member CE due to the shear at D $.$ Compute the value of this term, including both

bending and axial force components. Members have properties E$,$ I, A$.$