Use the slope$-$deflection method to

determine the moments at A$,$ B$,$ and C$,$ as well as

the horizontal displacement $($sidesway$)$ of the top

of the frame. Then determine the reactions and

draw the shear and moment diagrams for each

member. The moment of inertia of each member

is given in the figure. E $=29103$ ksi for all

members.