i really enjoy chris's drole and witty sense of humor. Especially an
american deprecating
his ilk. I agree with steve and sometimes the humor lightens the topic and
the day as long as it
isnt offensive or personal or too far offbeat.
> Dear Friends,
>
> Don't divert the topic to Saddam and US etc etc. It's a pity of our group
> that many times such diversions take place in spite of reminders from the
> moderator.
> If anybody do not want to answer, don't but do not divert the discussions
> to such internationally hot topics.
>
> Liberal Allowable Stress: (Reference: Caesar II Tech. material)
>
> A conservative formulation of the allowable expansion stress range for
> many codes in CAESAR II is calculated from:
> f ( 1.25 Sc + .25 Sh )
> When the user requests that the "Liberal Allowable" be used, the
> difference between Sh and Sl, provided Sh > Sl, will be added to the term
> inside the parenthesis, i.e.
> SA(Liberal) = f[ 1.25 Sc + .25 Sh + ( Sh - Sl) ]
> The liberal expression will only be employed when there is at least one
> sustained stress case in the load set. If there is more than one sustained
> stress case in a single problem, then the largest of Sl, considering all
> of the sustained cases, for any single element end will be chosen to
> subtract from Sh. Because the sustained stress varies from one pipe to
> another, the allowable expansion stress will also vary.
>
>
> With best regards.
>
> Tushar Zope
> Linde, India
>
> [Non-text portions of this message have been removed]
>
>
>
>
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Received on Tue Aug 23 13:02:00 2005
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