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Jump to new posts Re: g factor for vertical seismic of ASCE code by Richard Ay @ 04/09/21 03:47 PM

In the later versions of c2 (Version 11 and later) you need to apply the multiplier for both wind and seismic loads. For seismic this would be 0.7*U and for wind it would be 0.6WIN. For Versions prior to Version 11, consult the documentation.
Jump to new posts Re: Dynamic analysis for buried pipe per B31.4 by engineer001ch @ 04/09/21 03:22 PM

I think seismic analysis of buried piping should have a completely different approach. Something like this
Jump to new posts Re: Error 559 by diegosurf82 @ 04/09/21 04:17 AM

Issue solved. Thanks Mr. Ay I'm very honoured to have received a reply from you.
How can I simulate in the dynamic module of Caesar II the load cases for earthquakes that the civil area that was used to simulate a cable-stayed bridge which supports a pipeline provided me Dead weight D Fluid (water in pipe) F Preestres P Earthqua
Jump to new posts Load dinamic seismic by Juan_Miguel @ 04/08/21 09:18 PM

Why in the load report it gives me a similar load in dynamic Caesar II when I evaluate earthquake in the same node for different load cases
Jump to new posts Re: Snubber and system frequency by mariog @ 04/08/21 10:21 AM

I guess nobody wants to convince you "to use a snubber to arrest the vibration, i.e. increase the natural frequency of the system". Snubbers are rather shock absorbers, which in such applications form restraints between piping and the structure. The
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Jump to new posts Re: Stress due to combine loads - LamdaC value by mariog @ 04/07/21 12:49 PM

I cannot answer to your question (maybe someone from Hexagon can do it), but I recommend you to download a good document where lambda_C is better explained than in Div 2, choosing a free link by google search " Miller Shell Structures ".
Jump to new posts Re: Supports in Material list by PaoloDP @ 04/07/21 05:58 AM

Ah, I found it, It was easier then I thought. Admin can delete the posts.
Jump to new posts Re: Adding Pipe Schedule Attribute to *.PCF File by Vanman @ 04/06/21 10:50 PM

What are you wanting to do with the PCF ? You could export an enhanced PCF with the C2PCF command, but that generally does not create an Isometric.
Hi Vick, You can consult to expansion joint vendor with suitable experience in slurry piping. So far I haven't experience such application. Ultimately, the vendor needs to consider the fluid in the expansion joint in the serviceability of the EJ. C
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