$-$On the frame with the loads, I would suggest showing the directions of the reactions. A rigid member cannot bend or change length. Consider the assumptions, such as locations of inflection points. Think about the concept of $$stiffness attracts load$$ as it applies to statically indeterminate frames.

$-$On the frame in the center, show the qualitative moment diagrams for each of the members $($shapes only, no values required$).$ Plot moments on the Compression $($C$)$ side of the members.

$-$In the frames to the right, draw a deflected shape for the frame. Clearly indicate C$,$ T sides of the members or if they are straight $($ST$)$