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Re: Steel Modulus and Strength

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There you go again...guys...

jim
----- Original Message ----- 
From: "Bill Allen" <Bill(--nospam--at)AllenDesigns.com>
To: <seaint(--nospam--at)seaint.org>
Sent: Tuesday, July 25, 2000 7:21 PM
Subject: RE: Steel Modulus and Strength


> I was going to answer:
> 
> Yes
> 
> Yes
> 
> Yes
> 
> But you said the same thing, Roger.
> 
> Regards,
> 
> Bill Allen, S.E. (CA #2607)
> ALLEN DESIGNS
> Laguna Niguel, CA
> http://www.AllenDesigns.com
> 
> ||-----Original Message-----
> ||From: Roger Turk [mailto:73527.1356(--nospam--at)compuserve.com]
> ||Sent: Tuesday, July 25, 2000 6:41 PM
> ||To: seaint(--nospam--at)seaint.org
> ||Subject: Steel Modulus and Strength
> ||
> ||
> ||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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