(Solved): Analyze the below frame using the slope deflection method and calculate the support reactions at E ? ...

Analyze the below frame using the slope deflection method and calculate the support reactions at E ? Note that, members ABCD and BE are axially rigid frame members and CF is a truss member. There is a vertical support settlement at point E. All members have the same EI and you can take the magnitude of EA for truss member BD as equal to El of the frame members.