1.

What is the stiffness for a far end fixed beam?

A. \(K=\dfrac{3EI}{L}\)
B. \(K=\dfrac{4EI}{L}\)
C. \(K=\dfrac{12EI}{L}\)
D. \(K=\dfrac{16EI}{L}\)
E. \(K=\dfrac{20EI}{L}\)
Answer» C. \(K=\dfrac{12EI}{L}\)


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