Use page Todraw Using the direct stiffness method, determine the reactions at the supports. Draw shear & moment diagrams.

Members are axially rigid. While recovering the member internal forces, first use slope deflection equations and then

repeat the solution by using element stiffness matrices $($i$.$e$.$ recover the member forces in two different ways$).E=200$

GPa,$I=420{10}^{6}m{m}^4$ for both members.