I am currently working on a concrete frame model using RAM Elements. I have been able to get the non-linear analysis to run on the model; however, when I add a temperature load, the non-linear analysis crashes. Can anyone provide me with any pointers on this?
It's working OK for me with 13.04.01.208. Is your model non-linear due to the presence of tension-only members, compression-only springs or just from using P-Delta? Are the thermal loads applied to linear members, shells or both? Better yet, send over your current file for review.