1. Set up the equilibrium equations required to analyze the frame in Figure P10.33 by the slopedeflection method. Express the equilibrium equations in terms of the appropriate displacements. EI is constant for all members.

2. Set up the equilibrium equations required to analyze the frame in Figure 10.34 by the slope-deflection method. Express the equilibrium equations in terms of the appropriate displacements. EI is constant for all members.