During the calculation of a structural model (constitute only by bars elements), when in Buckling Deformation (Analysis Type), I switch off the option Omit case for structure with deformations, an error Nr. 5000 happens, and the calculation process is stopped. This error only happens in this situation, since the model is calculated normally when that option is on.
Is there any way of overpass this error ?
Solved! Go to Solution.
Error 5000 generally corresponds to memory problems.
If restarting Robot before running your model does not help please attach your model (compressed to ZIP to reduce its size) to check it in more detail.
The model was not attached but if it is the same case are reported via reseller then the reason is in using multi-threaded solver for this type of analysis. Please change to Automatic or Sparse in Tools>Job Preferences> Structure analysis
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I got the same error, I read the discussion above, changed the analysys method to Sparse, and back to Automatic.
When set to Automatic, Robot just crashes. When set to Sparse, i get the 5000 error.
What can I do now?
I attached the model.
Thanks in advance
I'm running Robot x64 on Win 7 x64
Intel Core 2 Quad Q9640 @3.00 GHz
8 Gb Ram
I got the same error,
Change structure type on SHELL ; 3D frame with FEs can not be calculated as FRAME 3D structure.