Compute the torsional stiffness (gjr) of the beam

Reference no: EM131264818

Compute the torsional stiffness (GJR) of the beam designed in Example 6.6, p. 197.

Example 6.6

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: EM131264818

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