I analysed the model using the above suggestion. Stress results and displacement i can get.
1. But how can i get the buckling shapes without using the advanced solver?
2. By using the above suggestion (basic solver method) the model is taking around 4-5 hours for analysis.
3. Why the advanced solver is not working. How many no of plate elements can be drawn in a staad file?
Kindly give some suggestions for the three questions. Waiting for the response.
