rigure $1$ wrame tor analysis $($left$)$

a$)$ Analysis: Using a structural analysis method $($flexibility$/$force$,$ slope deflection, moment distribution, or matrix stiffness$),$ determine the internal moments at each joint.

b$)$ Draw the Bending Moment Diagram for the frame.

c$)$ Discussion: If the building were to have an additional lateral load applied at B$,($see Figure $2),$ discuss how your analysis would change to compensate for the sway in the structure?

Figure $2$ Frame with lateral load