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

1
\(M_{BA}= 0.5EI\theta _{B}\)
2
\(M_{BA}= EI\theta _{B}\)
3
\(M_{BA}= 0.5EI\theta _{A}\)
4
\(M_{BA}= EI\theta _{A}\)

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