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Warping torsion and shear for open section beams?

Warping torsion and shear for open section beams?

Warping torsion and shear for open section beams?

(OP)
If somebody have information of any kind, pls share it here...

RE: Warping torsion and shear for open section beams?

The great news for you is that this has been discussed before, and you should be able to find the relevant threads using the search features.

The bad news is that there is no easy answer, FEA is your best bet with complex, multiply re-entrant shapes.

Cheers

Greg Locock

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