Shaun,
So if my bolt is made from high quality structural steel and I need to use the von mises and I can pretty much ignore the pronciple stress? I would need to load it until it reaches the yeild stress and not the UTS?
Shaun,
So if my bolt is made from high quality structural steel and I need to use the von mises and I can pretty much ignore the pronciple stress? I would need to load it until it reaches the yeild stress and not the UTS?