Non corvengence of non linear problem in hangar structure

[alkinoosjohn]

Hello to every one,
We have a hangar structure for the semester project.
I have chosen temporary sections only for visual display. Of course, after analysis, I will choose the minimum sections.
So in .rtd there is a part of the hangar, and I want to check a part to minimize other bigger problems in the final structure. The structure of the columns we want to be as it seems after the conversation with our professor, and we have an overhead runway crane. We didn't apply any load yet, only self-weight.
We analyze our structure only with self-weight to see any problems, and... ''Non corvengence of nonlinear problem''.
What should I do?
Thanks for your time.

rtd download from we transfer: https://we.tl/t-WpfqkSfAjC

[Simau]

@alkinoosjohn 

You must set hiligthed bars as simple bar, not tension only

[alkinoosjohn]

unfortunately, the problem was not solved

https://we.tl/t-StXXia3NRY

[Simau · Accepted solution]

@alkinoosjohn 

Check this box

[alkinoosjohn]

@Simau thanks a lot

[Simau]

@alkinoosjohn 

Something else (not the cause of your problem):

move the bar 207 as in the picture

[alkinoosjohn]

yes by mistake is there, thank you