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RE: Brittle and Ductile steel elements

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"PCA Notes on ACI 318-05 Building Code Requirements for Structural
Concrete with Design Applications "  see
http://www.cement.org/bookstore/profile.asp?store=&pagenum=1&pos=0&catID
=&id=8665


Wesley C. Werner 



-----Original Message-----
From: Drew Morris [mailto:dmorris(--nospam--at)bbfm.com] 
Sent: Wednesday, June 11, 2008 5:06 PM
To: seaint(--nospam--at)seaint.org
Subject: Re: Brittle and Ductile steel elements

Wesley Werner wrote:
>     No. All ASTM F1554 anchor rods are ductile and the highest Fu is
> 125 ksi for F1554, Gr 105. Look under the definitions in the front of 
> Appendix D for the requirements for ductile vs brittle. The 
> requirements relate to elongation and reduction in area under tension 
> loading. PCA's commentary on 318-05 Appendix D has a chart with these 
> properties listed for some common steel types. If you are just 
> beginning to work with Appendix D, I would highly recommend PCA's 
> commentary on the code. It has many helpful resources.
>  
>
> /Wesley C. Werner, PE/
>
Which PCA publication is this?

 


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