I saw the equations in the general case but I wasn't sure that the general case applied to all types of edge constraints or if I was to apply the K value to the equations for case 2e.
So please confirm that to determine Mra for case 2e where r0=b I will use M=Kmqa^2?
I am performing a preliminary calculation of how much weight a flat annular disk with a hole in it will hold.
I have a copy of "Formulas for Stress and Strain" 5th Edition by Roark and Young that I borrowed from another engineer. I have determined that I need to use case 2e but I am confused by...
