rb1957: I don't think free body diagrams will get me out of the problem i have.
dvd: Load testing will prove that at the 625# this passes without yeilding but that is not the criteria I need to fulfil.
dhengr: This lift bail was drawin in 2D in a CAD program. This is the lifting bail on a...
Dear Engineer Friends,
I have a problem that I need to figure out. This is “simple stress analysis” even though it has caused me a bit of frustration. Please see diagram attached to see the conditions I am under, the bail is ½” round bar. I have analyzed the following successfully: Double Sheer...
