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