Steel Frame - Non-linear analysis - No convergence Isssue

[Anonymous]

Good morning Support,

I am having a problem running elasto-plastic analysis on my model. It flags the issue in few load cases with 'No convergence'

I went through the articles on the forum but they can't seem to work.

Could you please review the attached model and see if you might help.

Kind Regards

Jan

[Artur.Kosakowski · Accepted solution]

You may try to mark the indicated option for the combinations which diverge and check what actually happens to the model looking at the results after each load increment.

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.