Hello, I am trying to check the stability of a reservoir stokage, diameter 2750mm and height of 8000mm Virolle with two semi elliptical bottom, with standard CODAP 2005, as I find ep Virolle 25mm, and 20mm thick bottom, the profile utuliser as Bracketing tank is 4xHEA180, I like to analyze this walk with solidworks, but I have not encors find a solution, I'm not sure, thank you to confirm my results, it is correct there are faults
Eng-Tips is the largest engineering community on the Internet
Intelligent Work Forums for Engineering Professionals
-
Congratulations waross on being selected by the Tek-Tips community for having the most helpful posts in the forums last week. Way to Go!
analysis storage tank
- Thread starter medmed89
- Start date
Similar threads
- Locked
- Question
- Question
- Question
