Good afternoon, I hope someone can help me. My model doesn't converge and I can't find the problem. At the moment I am only interested in the load case 1 to 3 to do a pre-sizing. The floor system that I seek to model is "losacero". Thank you.
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your braces are declared as lattice bars and you have segmented them at each intersection, purlin or cladding stringer. this causes instabilities which increases the risks of non-convergence.
Best regards
Thanks, I have corrected my braces but the problem still exists. Do you have another idea of whats happening?
You have too many releases in your srtucture.
I'll first test the model in linear configuration:
- No release, no PDelta, no "tension only"
- Add releases by step and test the model at each step
If the linear model is ok, Add tension only and test the model
M. Agayr
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