Correct Answer:
Option A - Slope deflection method and moment distribution method are displacement method in structural analysis
• Number of equilibrium equation equal to the number of rotational displacement component.
• We take and are unknown and writes slope deflection equation for end moments.
A. Slope deflection method and moment distribution method are displacement method in structural analysis
• Number of equilibrium equation equal to the number of rotational displacement component.
• We take and are unknown and writes slope deflection equation for end moments.