Determination of the wall thickness of tower-type equipment cylinders
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It is a tower-type device subjected to some vertical downward loads on its upper exterior; the thickness of the segment cylinders calculated using SW6 turns out to be too thin. How can the additional thickness be determined based on stiffness considerations?
To calculate the wall thickness of a computing device, it is necessary to take into account both stiffness and strength requirements; I generally use the formulas provided in GB150 for such calculations. I’m not sure if this device meets the GB150 standards; you may want to check that.
Now, 47041 must be calculated based on 150, and SW is also calculated using 150.
Refer to Chapter 6 of HG/T20582-2020 for calculating the equivalent design pressure by converting vertical forces