Is there a corresponding design basis for the design pressure of vertical cylindrical welded storage tanks, which is 0.2 MPa (gauge pressure)?
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We are currently working on vertical welded storage tanks, with a capacity of around 10,000 cubic meters and a pressure of 0.2 MPa. Are there any relevant design guidelines or standards available for this? I would appreciate your guidance.
There shouldn’t be such a standard; the tank structure also needs to be specially designed, otherwise it would be difficult for a tank of this size to withstand such pressure
It would be better to use 2 spherical tanks with a capacity of 5,000 each.
I have professional drawings for storage tanks with a capacity of 10,000 to 50,000 cubic meters; message me privately