hey,
I'm familiar with using a multiplier for stress concentrations, I just don't know how to calculate the stress at the trunnions as I am calculating it as a simply supported beam where moments are of course zero at supports.
It's ok though, we have decided to add stiffeners so thanks...
Thanks for the quick reply. I don't actually have the Roark's book. Is it as simple as taking the max stress at center and applying a multiplier for the region around the trunions, or how would you do it?
Hello all,
I'd like to check my work on this to make sure a safe lift is done.
We have an 11m diameter, 35mm thick, 26mT circular steel plate to which we will add two trunions at the ends. The circular plate is welded in 4 parts and once we weld one side we have to flip to weld the other. That...