(Answered): Ql: For the frame and loading shown in Figure1: use the slope deflection method to solve for end mo ...

Ql: For the frame and loading shown in Figure1: use the slope deflection method to solve for end moments in all three members, AB, BC and BD; (i) and (ii) draw the bending moment diagram for the frame. Note: Relative values of flexural rigidity, EI, for members are shown in the figure. Ignore axial deformations. 70 kN/m EI EI 3m 200 kN-- El 4 m 4 m 8 m Figure 1