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PostPosted: Mon Jul 14, 2008 3:50 pm 
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Joined: Mon Jul 14, 2008 3:05 pm
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Dear All
Can we provide Longitudinal Stiffener for a Tall column instead of circumferential one.If yes what will be the method to calculate various values like A,B what wil be maximum unstiffened lenngth of the shell.

Thanks
Rishi


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PostPosted: Mon Jul 14, 2008 5:03 pm 
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Joined: Wed Apr 18, 2007 9:40 pm
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Location: Sarasota, Florida USA
ASME Code does not provide rules for design of such stiffeners. You would be on your own for determining design rules.


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