Saeed,
Why do think you need a thrust block?
Geoff Stone
--- saeed ahmed <n2701h@yahoo.com> wrote:
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<tt>
<BR>
Thanks Geoff Stone for the reply.<BR>
<BR>
Iam talking about thrust block requirement in underground piping at bend.<BR>
<BR>
Saeed.<BR>
<BR>
<BR>
Steve McKenzie wrote:Hi Geoff<BR>
<BR>
I use them on steel lines where water hammer is an issue.<BR>
<BR>
Cheers<BR>
<BR>
Steve McKenzie<BR>
<BR>
-----Original Message-----<BR>
From: Geoff Stone DD&D Australia [mailto:blenrayaust@yahoo.co.uk]<BR>
Sent: Monday, September 30, 2002 9:37 AM<BR>
To: PipingDesign@yahoogroups.com<BR>
Subject: Re: [PipingDesign] Anchor Block Requirement<BR>
<BR>
<BR>
Saeed,<BR>
<BR>
Please provide more details as it is difficult to understand why you are<BR>
considering an anchor block for underground piping that is welded?<BR>
Anchor blocks are sued for rubeer ring jointed ssytems such as ductile iron<BR>
and<BR>
thermoplastics but not a welded steel pipe.<BR>
<BR>
Geoff Stone<BR>
--- n2701h wrote:<BR>
<BR>
<BR>
---------------------------------<BR>
<BR>
<BR>
<BR>
<BR>
<BR>
In calculating the anchor block requirement at underground<BR>
piping <BR>
<BR>
<BR>
bend,there are two variable involved ,one is tie-in temperature and <BR>
<BR>
the other is allowable piping deflection.What should be the critaria <BR>
<BR>
taken in the calculation?<BR>
<BR>
<BR>
<BR>
With thanks<BR>
<BR>
Saeed<BR>
<BR>
n2701h@yahoo.com<BR>
<BR>
<BR>
<BR>
<BR>
<BR>
<BR>
<BR>
<BR>
<BR>
<BR>
<BR>
Texas Flange - a good source for information on industrial flanges, all
they<BR>
ask is for referrals for designs they help with.<BR>
<BR>
877-610-8924.<BR>
<BR>
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Design Detail and Development (a division of Blenray Pty Ltd)
We specialise in pipe network and waterhammer analysis, pipe stress analysis,
the design of buried pipelines and thermoplastic pipe systems.
Local tel 0402 35 2313 fax 02 8850 2313
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Mail Address PO Box 1351 Castle Hill NSW 1765 Australia
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Received on Mon Sep 30 17:21:00 2002