Q$2)$ Use the virtual work method to determine the deformations $($slope and deflection$)$ at point C considering bending, shear, and axial deformations. Given that all members are rectangular and having $E=200$GPa,$G=75$GPa,$I={127}^{**}{10}^{-6}mr{n}^4,$ and $A=5900m{m}^2.$