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RE: Column to Column via End Plate

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-----Original Message-----
From: David Maynard [mailto:DMaynard(--nospam--at)kfx.com] 
Sent: Friday, May 12, 2006 1:16 PM
To: seaint(--nospam--at)seaint.org
Subject: Column to Column via End Plate

What should I use for a design thickness of this steel plate???  I can't
seem to find the provisions for this anywhere, but maybe I'm not looking
hard enough.  I'd appreciate some help.

-----/Original Message/-----

Beware "lamellar tearing."


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