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Re: Steel Modulus and Strength

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Does that mean that you don't calculate your reinforced concrete values to
the nearest .0000001 k-ft?  ;-)

I can just feel my concrete professor getting annoyed with me for even
suggesting that in jest!  <grin>

Scott Maxwell, PE, SE


On Tue, 25 Jul 2000, Roger Turk wrote:

> It doesn't make any difference.
> 
> It doesn't make any difference.
> 
> It doesn't make any difference.
> 
> A. Roger Turk, P.E.(Structural)
> Tucson, Arizona
> 
> Jim Korff wrote:
> 
> >>Is the correct E Modulus for steel rebar 30,000 ksi  or 29,000 ksi ??
> 
> Is the correct yield strength of  Grade 60 rebar 60 ksi or 58 ksi ??
> 
> Is the correct yield strength of  Grade 40 rebar 40 ksi or 38.7 ksi ??<<
> 
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