Dear Dlubal Support Team,
I'm reaching you to ask about a problem that I encountered when defining/calculating imperfection cases in my model.
I have defined the imperfection cases floor by floor by using "Initial Sway via table" functionality.
When calculating the cases a few days ago initial sway was showing in the graphics as expected. Since then I have further developed the model. Today when trying to run the imperfection cases the solver won't proceed, not even beyond processing initial data. I also did an experiment by increasing element sizes significantly but it had no effect on the problem.
If imperfection cases are not active I am able to calculate the load cases and combinations and the results seem reasonable.
Software version: RFEM 6.11.0012
Varissuon sote-asema.rf6 (13,6 Mt)
Best regards,
Jarkko

