Reply To: Problem in Static Structural Analysis

[Aurojyoti Prusty]

Hi,

Please try implementing following pointers if have not implemented yet.

1. Make sure the mesh preference in nonlinear mechanical

2. Try using more number of load step for the analysis.

3. In analysis setting, make large deflection to ON.

4. Ensure the mesh is more refined in the bending portion of the model. 

Hope this helps.

---Aurojyoti