GrumpCat1266 GrumpCat1266

15-03-2024
Physics

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Starting with the differential equation of equilibrium for column buckling Ely + Py=0, and its solution y(x) = Acos kx + B sin kx +Cx+D, in which k = √P/EI , it is required to formulate the buckling load P for a column fixed at both ends.

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