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RE: Concrete slab spec

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This is SOP regardless of the mix. I failed to include it in my origianl
post.  Thanks for pointing it out.

Dave

-----Original Message-----
From: sscholl2(--nospam--at)juno.com [mailto:sscholl2(--nospam--at)juno.com]
Sent: Friday, January 25, 2002 9:49 AM
To: seaint(--nospam--at)seaint.org
Subject: Re: Concrete slab spec


Reinforcing  is needed at all reentrant corners. A #4 bar four feet long
is needed at each corner to resist the stress concentration.

Stan Scholl, P.E.
Laguna Beach, CA

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