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Re: base plate software

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At a guess, Ghassem, I'd say you probably work in petrochem.

Yes, "bidirectional moments" occur and are routinely handled in columns.

"Khosrownia, Ghassem SPK" wrote:
> This bi directional
> bending moment is what really bothers me. Where do we have a situation like
> this that we can not avoid? Machinery support? Certainly not in buildings,
> do we?