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I'm making an analysis to differents standard flanges in a piping system. When I run the program the radial, longitudinal,tangential an average stresses are ok for operational and seating cases. But the software always indicate failure in bolting stress in the seating case. My question is what...

I really appreciate your help... Thanks

Thanks a lot, I'm starting in this field and I´m learning the basics of pipe stress analysis. So, thanks for your cooperation.

Thanks, that is the reason. I have another question about the the Code; if the code doesn´t have an allowable stress for the operational case, what can I do to check if in the ope case I have an stress value higuer than in the sus and exp cases?

Hi, my name is Julio Cesar and I'm from Colombia (south America). I'm working with Caesar II and my question is about the static output analysis. I want to know why the operational cases aren´t used for make the code stress check( code stress verification) and the sustained and expansion cases...