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RE: What is #3 Rebar equivalent for W2.9xW2.9 WWF

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Dennis, see this document:

http://www.wirereinforcementinstitute.org/HTDocs/PDFs/TF%20705-R-03.pdf




Ronald A. Hill, P.E.
HILL Consulting Engineering
PO BOX 26525
Birmingham, Alabama 35260 USA
Phone: 205-823-4784
FAX: 205-823-4145
email: ronhill(--nospam--at)hillce.com
Messenger: ronhill(--nospam--at)hillce.com
http://www.hillce.com

-----Original Message-----
From: Dennis Wish [mailto:dennis.wish(--nospam--at)verizon.net] 
Sent: Wednesday, June 02, 2004 2:43 PM
To: seaint(--nospam--at)seaint.org
Subject: What is #3 Rebar equivalent for W2.9xW2.9 WWF


Can someone tell me what the equivalent layout is for #3 Fs=40ksi rebar in a
6” thick concrete (f’c=2,500 psi) slab on grade to replace the normal
W2.9xW2.9 Welded Wire Fabric?

TIA

Dennis S. Wish, PE
California Professional Engineer
Structural Engineering Consultant
dennis.wish(--nospam--at)verizon.net
http://www.structuralist.net



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