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RE: Column Base Plates

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The Risa Analysis did prove that the bending stress in the plates were 
quite acceptable, however, the concrete bearing stress exceeded the 
allowable. I have decided to reinforce the plates.

Thanks to all those who helped!

Jim Kestner
Somerville Inc.
2100 Riverside Drive
Green Bay, Wi  54301
(920) 437-8136
Fax (920) 437-1131

-----Original Message-----
From:	Syed Basith [SMTP:syed_breng(--nospam--at)hotmail.com]
Sent:	Wednesday, August 08, 2001 1:52 PM
To:	seaint(--nospam--at)seaint.org
Subject:	Re: Column Base Plates

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