RE: burird pipe line design

From: <Parag>
Date: Fri Jul 30 2004 - 07:25:00 EDT

Dear Mr. Christopher Wright,

As i mentioned first I'm student of M-tech,got this as part of my project. Firstly I'm not clear abt What means by Restrained And Unrestrainrd Pipeline.Igot the taillermade values for the stress and i have to calculate them back with explaination of formula etc, ihad tried N No of ways but failed to reach the given valu .It ia 14017 psi for non corroded restrained pipe , now pls explain me how they got this value.

Regards,

parag

Christopher Wright <chrisw@skypoint.com> wrote:
>Can you pls express more, as to why you are not able to calculate the
>bending stresses.

Sound to me like he wants someone to do his homework for him

Christopher Wright P.E. |"They couldn't hit an elephant at <a href="/group/PipingDesign/post?postID=gsoLcUkRSffSD3WHJI83qyZF6fTxbpQuY8O-tCVU_3cWS-lDSwvlKyTo9ckrhqI-tlYASgXz-0Vr">chrisw@skypoint.com</a> | this distance" (last words of Gen.

___________________________| John Sedgwick, Spotsylvania 1864)

<a href="http://www.skypoint.com/~chrisw">http://www.skypoint.com/~chrisw</a>

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[Non-text portions of this message have been removed] Received on Fri Jul 30 07:25:00 2004