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Warping torsion and shear for open section beams?

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balu25

Civil/Environmental
Joined
Jun 19, 2007
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30
Location
AT
If somebody have information of any kind, pls share it here...
 
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

Please see FAQ731-376 for tips on how to make the best use of Eng-Tips.
 
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