fixed-connected at both ends. Determine the maximum axial load which can be applied given a factor of safety against failure (buckling or yielding), F.S. L = 10 in d = 0.8 in t = 0.2 in E = 29,000 ksi F.S. = 2 Oy = 50 ksi FRONT SIDE

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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.