How to calculate the reinforcement for the inlet and outlet openings in desulfurization and denitrification absorption towers?

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How to calculate the reinforcement for the inlet and outlet openings in desulfurization and denitrification absorption towers? How are the reinforcement bars in this area calculated and selected? How are the circumferential reinforcing ribs of the absorption tower calculated and selected? I used to work on pressure vessels, and now working on this atmospheric pressure absorption tower seems very challenging. Do any experts have the calculation procedures and relevant documents? Thank you for sharing your knowledge and help; my email address is 283103429@qq.com ； Which standard is followed for the calculation of such absorption towers? Pressure vessels, atmospheric pressure vessels, tower-type vessels, and also 50341 – none of them match; they seem to be just basic combinations of different elements. Please ask the experts for help.