Rajesh,
"Wlogic" is a case of my fat fingers Should have read "Logic"
Geoff
--- Rajesh_V_Balapure@ril.com wrote:
<HR>
<html><body>
<tt>
Geoff,
&n\
bsp;
Do you ref. high temp.case as design load case?
&n\
bsp;
and also could you tell us the Wlogic means.?
&n\
bsp;
Please through some more light in detail.
regards,
Rajesh
Geoff Stone DD&D Australia <blenrayaust@yahoo.co.uk> on 09/20/2002
04:00:41
AM
Please respond to <a href="/group/PipingDesign/post?postID=Xi_4RvY1JkXhPrwgeyvYnCP_26pU9cuZR0C6z2EdwreE8-RU5Gvzu5fRv_ravFAIwTdolhpvY3c8SY6MoHp9P9iqIw">PipingDesign@yahoogroups.com</a>
To: <a href="/group/PipingDesign/post?postID=Xi_4RvY1JkXhPrwgeyvYnCP_26pU9cuZR0C6z2EdwreE8-RU5Gvzu5fRv_ravFAIwTdolhpvY3c8SY6MoHp9P9iqIw">PipingDesign@yahoogroups.com</a>
cc:
Subject: Re: [PipingDesign] Forwarded message: Welcome to
PipingDesign
Rajesh,
Surely the operating load is the normal load and the earthquake the unusaul
case. WLogic tells us that when the earthquake occurs the pipe is likely to
be
subject to the high temperature case. Thus both should be considered.
Its different for wind, traffic, snow and earthquake as all are unsustained loads.
Geoff Stone
--- Rajesh_V_Balapure@ril.com wrote:
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<tt>
<BR>
Dear Tanmoy,<BR>
<BR>
Seismic loads are to be combined with operating tempearture Load for
stress<BR>
analysis.<BR>
As there is very rare&nbsp; possibility for occurence of both the
condition<BR>
(Design &amp; seismic)at once.<BR>
&amp; for seismic case Normal Allowable loads do not apply.<BR>
refer design spec.&nbsp; of the project or consult to mechanical
dept.<BR>
<BR>
<BR>
Regards,<BR>
rajesh.<BR>
<BR>
<BR>
<BR>
<BR>
&quot;Paul Bowers&quot; &lt;pbowers@pipingdesign.com&gt; on
09/19/2002
01:51:02
PM<BR>
<BR>
Please respond to PipingDesign@yahoogroups.com<BR>
<BR>
To:&nbsp;&nbsp;&nbsp;
&lt;PipingDesign@yahoogroups.com&gt;<BR>
cc:<BR>
Subject:&nbsp;&nbsp;&nbsp; [PipingDesign] Forwarded message:
Welcome to
PipingDesign<BR>
<BR>
<BR>
<BR>
----- Original Message -----<BR>
From: &quot;TANMOY SABUD&quot;
&lt;tsabud@yahoo.com&gt;<BR>
To: &quot;PipingDesign Moderator&quot;
&lt;PipingDesign-owner@yahoogroups.com&gt;<BR>
Sent: Wednesday, September 18, 2002 9:20 PM<BR>
Subject: Re: Welcome to PipingDesign<BR>
<BR>
<BR>
&gt; Dear sir<BR>
&gt; Thanks a lot for membership. I am having 10 yaers of<BR>
&gt; experience in piping,pipeline &amp; offshore . Nowadays
we<BR>
&gt; are working for one Gas compression project which<BR>
&gt; comes are under seismic zone-3. Moreover we have<BR>
&gt; temperature&nbsp; differernce of 28 deg c between
operating<BR>
&gt; and design condition as mentioned in the line list.<BR>
&gt; What is your suggestion regarding summation of<BR>
&gt; earthquake load with design temperature for checking<BR>
&gt; of allowable nozzle loads of compressors or pumps,or<BR>
&gt; it is prudent to take earthquake load with operating<BR>
&gt; temperature.Can you advise what is to be done during<BR>
&gt; stress analysis .<BR>
&gt;<BR>
&gt; WITH REGARDS<BR>
&gt; TANMOY SABUD<BR>
&gt; PIPING &amp; PIPELINE ENGINEER<BR>
<BR>
<BR>
<BR>
<BR>
Texas Flange - a good source for information on industrial flanges,
all<BR>
they ask is for referrals for designs they help with.<BR>
877-610-8924.<BR>
www.texasflange.com<BR>
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877-610-8924.<BR>
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Texas Flange - a good source for information on industrial flanges, all
they ask is for referrals for designs they help with.
877-610-8924.
www.texasflange.com
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