I have a building model with tension only braces.
Model is not converging using the default code tolerance of 0.0001. But it converges if I use 0.009 for some combinations and 0.004 for others.
Results seems to be ok.
I´m using matrix update after each division.
What are the consequences of using this 0.009 code tolerance and is there any better way to make the model converge.
thx
Rafael Medeiros
Robot Structural Analysis
Solved! Go to Solution.
Solved by Rafal.Gaweda. Go to Solution.
Please check Precision values in Reactions table. If they are reasonable small the results are OK.
It is dafe to set nonlinear calculation tolerance up to 0,005 but after calculation please always check Precisions.
Rafael Medeiros
Robot Structural Analysis
Combination is made from 4 different load cases. I think it´s ok , isn´t it??
Yes, it is.