Dear All,
I have stress system having piping with Eccentric reducer with Flat side down.
Location of reducer is near equipment nozzle.
If I modelled flat side down eccentric reducer, nozzle loads are exceeding the allowable limits as first support lifted due to eccentricity.
But, If I modelled concentric type reducer, Nozzle loads are within allowable limits.
Request to advice regarding the Flat side down eccentric reducer modelling in C-II to solve above problem.
Regards,
Shamalia Bhavin