For the frame shown below, using the moment$-$distribution method or the slopedeflection method, calculate and plot the shear force and bending moment diagrams. On both diagrams, for each member, label the maximum and minimum ordinates $($Minimum ordinates are frequently negative values.$).$ All members are inextensible and relative values of $EI$ are shown on the sketch below. Explain in detail with all calculations and diagrams