Question: EIy Py + = , and its solution ( ) cos sin y x A kx B kx Cx D = + + + ,

EIy Py + = , and its solution ( ) cos sin y x A kx B kx Cx D = + + + , in which / k P EI= , it is required to derive the buckling load P by using the determinant approach for the following cases: 1- A column fixed at both ends. 2- A column with a sliding support at 0 x = and a fixed support at x L=

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