Structural Analysis Methods of Structural Analysis

A fixed base symmetrical frame is shown in the figure write slope deflection equation for moment at B for member AB:

1

M_BA = 0.5 EI. θ_B

2

M_BA = EI. θ_B

3

M_BA= 0.5 EI. θ_A

4

M_BA = EI. θ_A

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