I’m testing on a complex structure under a large load with will involve the AnalysisNonlin WIP.
- The doc here does not provide enough explanation for the different parameters. Is there anywhere else I can look into it?
When loading, some part of the structure starts to touch the ground (not touching when not loading). Is there a way to add a “plate support” or “support plate” so that those parts become supports during the computation?
The deformation in “Model View” does not work for the “AnalyzeNonlin WIP”:
The deformation slider (or either activate that option) provides no effect on the result model.