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Re: RFP Reinforcing

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I know this isn't exactly what you asked for, but... If you don't have them 
already, you should get ACI's excellent references on the subject: ACI 
440.1R and ACI 440.2R.

Dave Evans, P.E.
TNH, Inc.

From:           	Charles.F.Canitz(--nospam--at)nab02.usace.army.mil
To:             	seaint(--nospam--at)seaint.org
Subject:        	RFP Reinforcing
Date sent:      	Tue, 17 Jun 2003 11:46:49 -0500
Send reply to:  	<seaint(--nospam--at)seaint.org>
Organization:   	http://www.seaint.org

> Has anyone used RFP bars for reinforced concrete members? If so, any lessons
> learned that can be passed along(i.e., cost, is bonding a problem, etc.)?
> 
> TIA,
> Charlei Canitz 
> 



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