Pipe stress analysis for spring support selection

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SUMMARY

This discussion focuses on the necessity of conducting stress analysis for both main and sub-loop pipes in a piping system when additional loops are added. The consensus is that while the original analysis may remain valid, it is crucial to assess the impact of new branches, particularly if their diameter exceeds 40% of the main pipe's diameter. The discussion emphasizes the importance of consulting an expert for accurate evaluation and highlights the potential weaknesses at branch connections. Codes such as ASME and EN are also mentioned as relevant standards for analysis.

PREREQUISITES
  • Understanding of piping stress analysis principles
  • Familiarity with ASME and EN codes
  • Knowledge of branch connection dynamics in piping systems
  • Experience with modeling software for stress analysis
NEXT STEPS
  • Research the impact of branch diameter on stress results in piping systems
  • Learn about the ASME B31.3 code for process piping
  • Explore modeling techniques for branch connections in stress analysis
  • Investigate consulting services for piping stress analysis
USEFUL FOR

Engineers and designers involved in piping system design, stress analysts, and project managers overseeing the installation of additional piping loops.

rakeshri28
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Dear all,

Welcome to this post.

I have a question. I have a main piping loop around a cylindrical vessel for which stress analsysis is don't and supported properly. Additonal six loops are to be installed in that main loop. This additional weight is coming on the main piping loop. The additional small size pipe loops are connected to the vessel nozzles. We need to support this additional load of pipe and valves. mY QUESTION is: Is it required to do the analysis for the main as welll as sub loop pipes? Or only additional piping loops can be modeled and analysed? Kindly suggest.
 
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If someone did an analysis for a system and you add stuff to that original system, is that original analysis still valid? The answer is maybe. It depends on the original system, the original analysis, the modifications, and the experience of the person making the justification. If you don't know the answer to that, you need to find an expert that can provide that consulting service.

FYI, throwing around relative terms like "small" is not recommended for piping systems.
 
Dear Sir,
I agree with Jehake.
Would be interesting to have more details and to have a look at the routing. As rule of thumb you can consider that branches can modify stress results if their diameter are at least 40% of the main pipe. There are many schools about this value. Which code are you using (Asme, EN,...)?. By the way one of the weakest point of the small branch could be the branch connection with the main pipe. So you could insert in your model a small part of the main pipe (i.e. till the first stop, but there are other good approches).
If you need more help fell free to contact me at tech@vannella.com.
Best regards.

Corrado Vannella
www.vannella.com
 

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