In Multiframe, I am not getting the expected results from a steel water storage tank analysis using patches. Does anyone have experience in modelling this type of tank?
Hi Andrew,
Sorry - I've only just seen this question. Can you tell me more about the issues you are having?
Are you using Geometry | Generate to create a Circular Tank?
Are you using Case | Add Case | Hydrostatic to apply the hydrostatic loads?
Regards,
James