SOLVED: The BVP problem for deflection y(x) of a vertical column of length L, which is hinged at both ends and compressed by force, is examined. It is assumed that the flexural rigidity El is constant, Ely Py"= 0, Y() =0, y"(0)=0, Y(L) =0, Y(L) = 0. The eigenvalue 2 is found as a function of n and therefore the eigen functions y. The critical buckling loads are determined.
SOLVED: The BVP problem for deflection y(x) of a vertical colum…
Jan 8, 2023
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