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Re: Rebar fs

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If I recall correctly, the relationship was fs = 0.5fy, with a maximum of 
24 ksi.  I do remember that Grade 40 steel used fs = 20 ksi and Grade 60 
steel used fs = 24 ksi.

--Kipp A. Martin, S.E., P.E.

   Water Design Center Structural Team Lead


   Fayetteville, AR

> Date: Wed, 1 May 2013 16:47:06 -0700
> From: "Thor Tandy" <vicpeng(--nospam--at)>
> Subject: Rebar fs
> Hi.
> Trying to recall the relationship between fs for ASD versus fy for
> Ultimate/Factored design .
> Can anyone remember back that far?
> Thx
> Thor A. Tandy P.Eng, C.Eng, Struct.Eng, MIStructE, FEC
> Victoria, BC
> Canada
> Email:  <mailto:vicpeng(--nospam--at)> vicpeng(--nospam--at)
> hst_ngc4414_9925Please consider the environment before printing out this

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