StruSoft
Analysis
- Non-linearity and “Why do I get tension/compression where there should be no tension/compression?”
- Large nodal displacement or rotation
- Load groups and maximum of load groups results
- Cracked Section Analysis
- FAQ: 3D Bridge
- Why do I get “Stiffness matrix is singular” in FEM-Design?
- Why “Same for all calculations” may cause unexpected differences in FEM-Design
- How to interpret “Maximum of” results