In the past I've asked a couple of engineers if they could come with a
counter example, and they couldn't, or at least didn't. If you're an
engineer, maybe you would like to try....
> Thanks for your insight Steve. Now if you would please provide us with a
> similar analysis in the buckling modes. It may take a bit more math
> (differential equations?) but the thought experiments ought to be able to
> overcome that even if we don't get to the dynamic loading issues.
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