On strengthening the structural form of the ring
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Why are the angle steel reinforcement rings of large storage tanks welded to the tank body using a single rib? Is full welding required? Also, should the height of the reinforcement ring be based on the calculated results? I would be extremely grateful if an expert could kindly pay attention and provide an explanation using professional terminology, so that I can use it to explain things to foreigners. Thank you very much! :loveliness:
I am now seeking the book <<Steel for Chemical Equipment>> to solve this problem!