PerivE THE CRITICAL BUCKLNG LOAD. FOR A DOUBLY CLAMPED COLUMN, WITHOUT Usima Bu CKLING THE EFFECrive LENGTH METHOD. GIVEN E,A, I, L,F HINT: BEGIN By EM =0 AT A M F

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Buckling of columns

The column is described as a vertical member of the structure that carries an axial compressive load, and buckling is a lateral deformation of the column under the application of load.