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
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analysis storage tank
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