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...
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Warping torsion and shear for open section beams?
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RE: Warping torsion and shear for open section beams?
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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