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RE: two way slabs?

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i would check ACI 224.3-95:  Joints in concrete construction.  You also
might consider placing them at points of minimum shear.

-----Original Message-----
From: David Fisher [mailto:dfisher(--nospam--at)fplushse.com]
Sent: Wednesday, April 18, 2001 7:11 AM
To: Seaint
Subject: two way slabs?


 

Any experience on the spacing of construction joints in two way slabs?

 

 

 

 

 

David L. Fisher, SE, PE

Senior Principal

Fisher+Horos Structural Engineers

372 West Ontario

Chicago, IL 60610

USA

 

312.573.1701

312.720.0505 mobile

 

www.fplushe.com

 

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