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How to transform concentrated force into uniform load in structural design
Dude, make it clear.

If converted into linear load, then q = f/l.

If all surfaces have no load, then q=F/s, where s is the area.

Not all designs can be transformed at any time. You can tell me the specific situation of Bai Duxi, and I will help you analyze it. Take it if it helps. Thank you.