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Buckling of a Thin Vertical Column In Example 4 of Section 5.2 we saw that when a constant vertical compressive force, or load, P was

Buckling of a Thin Vertical Column In Example 4

of Section 5.2 we saw that when a constant vertical

compressive force, or load, P was applied to a thin

column of uniform cross section and hinged at both

ends, the deflection y(x) is a solution of the BVP:

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