I have a tapered column, distributed axis load, one end fixed, one end pinned. I would appreciate if anyone can recommend an analysis method or reference to account for fixed-pinned end fixity since standard fixity coefficients do not apply to columns with variable cross sections.
I've looked...
Does anyone know how to calculate the stress concentration for a hole in the radius under axial loading?
My best guess is that it is a compound K(t)....one for the open hole and the other deriving from the equivalent of a shoulder fillet (from Peterson's).
Any input would be helpful.
