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Re: ASTM A 615 for frames and wall boundaries - actual yield & Fu/Fy

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I use ASTM A615 a lot and it usually meets this
requirement in my rebar tests.

Alex C. Nacionales, C.E.


--- "Haan, Scott M." <HaanSM(--nospam--at)ci.anchorage.ak.us>
wrote:
> ACI 21.2.5 indicates frame members and wall boundary
> elements can only use A
> 615 reinforcement if the actual yield stress does
> not exceed the specified
> by more than 18000 psi and the actual ultimate does
> not exceed the actual
> yield by a ratio of 1.25.  
> 
> Is A 615 steel meeting these requirements uncommon
> and have to be special
> ordered?  Should a plan reviewer ask for them to
> prove it or use A706?
> 
> Scott M Haan P.E.
> Plan Review Engineer
> Building Safety Division 
> Development Services Department
> Municipality of Anchorage
> http://www.muni.org/building
> phone:907-343-8183  
> fax:907-249-7399
> mailto:haansm(--nospam--at)ci.anchorage.ak.us
> 
> 
> 
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