Design a box section to be used as a cantilever beam

Reference no: EM131358093

Determine the Euler buckling load of a column clamped at the base and free at the loaded end. The column has the same dimensions and material of the beam in given Example.

Example

Design a box section to be used as a cantilever beam of length L = 2 m subject to a tip load P = 1000 N. Limit the tip deflection δ to 1/300 of the span L of the beam.

Reference no: EM131358093

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