Civil Engineering - Theory of Structures - Discussion
Discussion Forum : Theory of Structures - Section 2 (Q.No. 23)
23.

Discussion:
1 comments Page 1 of 1.
Meg said:
1 decade ago
L for column hinged at both ends = L.
So, when L is inserted into the above equation (Euler's crippling load equation) the equation remains unchanged.
So, when L is inserted into the above equation (Euler's crippling load equation) the equation remains unchanged.
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