$(24)8.$ Using the slope$-$defection method or the moment$-$distribution method, analyze the

structure shown. Draw shear force and bending moment diagrams. On each diagram for

each member, indicate the magnitudes of maximum and minimum ordinates $($Minimum

ordinates are frequently negative values$).$ Each member has the relative EI value shown

on the diagram and is inextensible. Take advantage of symmetry to simplify your work.