Stress Engineers,
In my case, I don't have any another software that can be used for finite analysis just to provide SIF.
What are the consideration in modelling trunnion? Do I need to Click SIFs & Tee, and select type of tees in CAESAR II just for the sake of convenience to check a stress including dummy pipe portion in the piping system? but SIF values obtained from standard code equation does not address for trunnion.

Please share your idea..!



Regards,
Nald