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Re: RECAP -- Re: Proportional Limit, A36 Plate

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Yes.  And while you have your reference open, I read in the "alternate"
expression for Scl that Ky is multiplied by (Fy-Fp).  Do you interpret the
same way?

I have a call in to ASME to confirm this.

Fountain

----------
> From: Neil Moore <nmoore(--nospam--at)innercite.com>
> To: seaint(--nospam--at)seaint.org
> Subject: Re: RECAP -- Re: Proportional Limit, A36 Plate
> Date: Wednesday, May 16, 2001 9:26 AM
> 
> Fountain:
> 
> Just to get up to play catch up on this conversation:  Are you trying to
> determine the longitudinal stresses in your stack per Section 4.6.1 of
the
> ASME STS-1 standard?
> 
> Neil Moore
> neil moore and associates
> shingle springs, california


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