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It is difficult to understand exactly what information you are requesting from the group. You seem to be considering the structural integrity of a single component that will be a part of a piping system. To be able to determine the myriad loadings that will be applied to the individual...

You really need to include additional wall thickness for corrosion (internal and external)over the expected life and certain dynamic wave effects e.g. water hammer and (in some cases) bubble collapse. Develop and review a list of these possible internal and external dynamic effects. Also...

There was some work done to consider such “Dynamic Effects” prior to 1970. This work was described in 13 references reported in an Atomic Energy Commission document titled “Survey Report on Structural Design of Piping Systems” (TID-25553) as authored by E.C. Rodabaugh and A.G. Pickett). Note...

As you describe it, your system will be installed at “ambient temperature” and the rise in stress will be caused by the reduction in temperature as the pipe material CONTRACTS when the system is placed into service. In concurrence with most of what has been said above (thanks pennpiper) the...

Here are some"good reads" http://www.accutech2000.com.au/AFT/AFT%20Brochures/AFT-Evaluating-Pipe-Dynamic-Loads-Caused-by-Waterhammer.pdf https://rules.dnvgl.com/docs/pdf/DNV/codes/docs/2008-10/RP-D101.pdf...

Thanks for the kind words fellow "pipers". My Beautiful Bride has "explained to me" that I am now retired!!!??? So, I guess that means no more hopping around the world - most of my travel will now be attending B31 Code Committee meetings and spending as much time in PA and Texas as MBB allows...

319.4.1 Formal Analysis Not Required. No formal analysis of adequate flexibility is required for a piping system which: (a) duplicates, or replaces without significant change a system operating with a successful service record. THAT is easy to understand: “NO SIGNIFICANT changes” - what...

http://www.academypublisher.com/ijrte/vol01/no06/ijrte0106046049.pdf

It is difficult to understand what it is you need. What are you designing? Is it a branch connection? I do not understand "crotch plate". Can you expand on the information you are providing?

You can't use a factor to adjust the modulus of elasticity for all materials as it is not linear. Go to B31.X and look at Appendix C for the various materials. Make a temperature dependent table for each material and incorporate that in your spreadsheet.

I think the original PipePlus (before it was renamed with that tag) was written by Mike Chin from Houston. ALGOR is now owned by Autodesk and I believe they are offering a limited time free download of the most recent manifestation of the piping software. Its a long story. John

ApC2Kp Please excuse a little "nit picking" here. "The B31 allowable stesses for the materials in Table A-1 thru A-7 have been established for 7,000 cyclces" Well, No. The Allowable stress at temperature, as found in the cited Appendices, are based up 1/3 yield or 2/3 ultimate strength...

Yet another gold star for BigInch! The ASME B31 Committee chose the Tresca criteria simply because it is the easiest to calculate - no technical issue involved. The ASME B31 Codes strive to present a simplified methodology for design and analysis of piping systems. Glad to see that you are...

Hello All, Over the years we olde piping guys have been asked on this forum to list the books that we believe "every piping engineer" should have on their bookshelf (our past discussions can be found by using the "search facility" up in the top of this page). Too many times we have had to...

We need more of this sort of sharing.

It depends upon the jurisdiction. Contact info here: http://www.nationalboard.org/ViewOurMembers.aspx

SNORGY Do you happen to know if L.C. Peng's book is available in Canada? Hey, if you order it on "Canada Day" how could ASME possibly turn you down. You Canucks better not try asking them to pay the shipping just because of "Canada Day" though - bunch of tight hosers eh? John.

Bourdon effect is usually less than most analysts imagine. Very large diameter pipe bends with relatively thin wall thickness may see some additional strain due to internal pressure, but internal pressure in pipe necessarily leads to thicker walls in pipe, bends and elbows. L.C. Peng discusses...

SOROURA, "Pipe Stress Engineering" is for everybody who aspires to be a knowledgeable piping engineer. For the "beginner", the first read through the book will take more time but the Pengs do include basic concepts so it will not "lose you". But even after you have a few years "under your...

Hi Leonard I was not aware Glynn and Tony were working on a book. I will ask them about it and get back to you. Regards, John.