Design a box section to be used as a cantilever beam

Reference no: EM131358648

Compute the torsional stiffness (GJR) of the beam designed 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: EM131358648

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