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RE: Control joints in Elevated slabs

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An Architect that I work for insists that joints are required.  This guy is
very, to put it nicely, tough.  If there is any documentation to support
that they are not required, I would appreciate the info.

-----Original Message-----
From: David L. Fisher [mailto:dfisher(--nospam--at)fplushse.com]
Sent: Wednesday, November 28, 2001 4:16 PM
To: seaint(--nospam--at)seaint.org
Subject: RE: Control joints in Elevated slabs


WHAT????????????????????????

David L. Fisher, SE, PE
Senior Principal
Fisher+Horos Structural Engineers
372 West Ontario
Chicago, Illinois 60610

www.fplushse.com

312.573.1701
312.720.0505 mobile

 -----Original Message-----
From: 	Hyndman, Keith [mailto:KHyndman(--nospam--at)engineeringsi.com] 
Sent:	Wednesday, November 28, 2001 11:04 AM
To:	Seaint@Seaint. Org (E-mail)
Subject:	Control joints in Elevated slabs

Anyone ever heard of putting control joints in elevated concrete slabs on
deck?  

Keith Hyndman, P.E.
khyndman(--nospam--at)engineeringsi.com
Engineering Solutions Inc.
436 Creamery Way, Suite 100
Exton, PA 19341
Phone: 610-524-1357
Fax: 610-524-1317


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