Structural Analysis Methods of Structural Analysis Displacement Method of Analysis

For the given figure, the moment at A, whose far end is fixed, MA, is

1
\(\frac{3EI}{L}{\theta_A}\)
2
\(\frac{4EI}{L}{\theta_A}\)
3
\(\frac{2EI}{L}{\theta_A}\)
4
\(\frac{6EI}{L}{\theta_A}\)

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