B$)$ Assume to solve the structure below using the method of consistent deformations, you have removed the ability of support A to carry moment and support B to carry axial force. You have then wrote compatibility equations based on this approach. In one of your equations there is a term $\backslash (\backslash$Delta B$\_\{$A$\}\backslash ),$ the displacement of joint $\backslash ($ B $\backslash )$ due to the moment at $\backslash ($ A $\backslash ).$ Compute the value of this term, including both bending and axial components if present $(15$ points$).$