Sorry, I'm not a STAAD expert. I used it for a short time 25 years ago! But, that's about it. I did tech support for one of their competitors for a number of years. So, I thought I should take a shot at answering your question. Unfortunately, I'm just not knowledgeable enough about this program to give any definitive answers.
The only instability I can see in your model is a torsional instability. I would refer to this as a MX joint instability. So, I'd try correcting that instability and see if that corrects the problem. To me, the simplest way to do this is to switch to FIXED supports, but use bending moment releases at the ends of the beam. You'll get the desired behavior, but will be less likely to get weird instabilities.