RE: Anchor Block Requirement

From: <saeed>
Date: Mon Sep 30 2002 - 15:52:00 EDT

Thanks Geoff Stone for the reply.

Iam talking about thrust block requirement in underground piping at bend.

Saeed.

  Steve McKenzie wrote:Hi Geoff

I use them on steel lines where water hammer is an issue.

Cheers

Steve McKenzie

-----Original Message-----
From: Geoff Stone DD&D Australia [mailto:blenrayaust@yahoo.co.uk] Sent: Monday, September 30, 2002 9:37 AM To: <a href="/group/PipingDesign/post?postID=TmgtaqXtO_cNU1UEnUI6H6YiwqvF2ZRGOUYuCH9SjnDkpzN5JW2wLVRqxmZLoM1__fZP0QhChIiO5XXbohQUQfXGItdcGQ">PipingDesign@yahoogroups.com</a> Subject: Re: [PipingDesign] Anchor Block Requirement

Saeed,

Please provide more details as it is difficult to understand why you are considering an anchor block for underground piping that is welded? Anchor blocks are sued for rubeer ring jointed ssytems such as ductile iron and
thermoplastics but not a welded steel pipe.

Geoff Stone
--- n2701h wrote:

---

In calculating the anchor block requirement at underground piping

bend,there are two variable involved ,one is tie-in temperature and

the other is allowable piping deflection.What should be the critaria

taken in the calculation?

With thanks

Saeed

<a href="/group/PipingDesign/post?postID=2b4h-SG_o-3utGKtQz3d3POFzeMKxED3EZ4Bb2Kf0_LRq-mr4J7rN-HcSbXF8cTwQHZuG3XR80ZPZA">n2701h@yahoo.com</a>

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877-610-8924.
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Received on Mon Sep 30 15:52:00 2002