When the far end of the beam is simple, Stiffness (k) =
A. 4EI/L
B. 5EI/L
C. 2E1/L
D. 3EI/L
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Step-by-step explanation:
what is the concept of getting stiffness(k) of a member "k=I/L" for far end fixed & "k=3/4 x I/L" for far end freely supported? This is in case of moment distribution method (theory of structures). k=stiffness, I= moment of inertia,L=length of the members.
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