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Looking for some advice. Looking to put a padeye clamp on an I-beam to make a lift. This clamp would be bolted onto the bottom flange of an I-beam and hold a suspended load. The clamp would only be contacting the flange on both sides of the web. Just want to know max load of what the flange can...

Hey all, I haven't done much math in 5 years as my position doesn't require too much so it has long been forgotten. I have this problem where I have a T beam upside down welded to a cylindrical steel tube. The T beam is one of many (they are frames). We are planning on hanging a beam clamp up...