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Column buckling for tapered/variable cross-section beams
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...- netvertise
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- Replies: 2
- Forum: Spacecraft engineering
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Stress concentration for hole in radius
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.- netvertise
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- Replies: 2
- Forum: Aircraft engineering
