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Originally posted by bsbray11
reply to post by ThroatYogurt
Thanks for going out of your way to ask someone else to "help" me, but I don't have any misunderstanding about the effects of buckling on the ability of a column to transfer a load to the next column.
Originally posted by bsbray11
I could say something smart-assed here like "When was the last time you passed your PE, "Seymour"?" or mention how you just got schooled with that concrete attachment comment (not surprising considering you aren't the PE), but by avoiding posting smart-assed things like that, I hope you'll notice that one would happen to come across as less of a prick to people.
Originally posted by GoldenFleece
Don't worry, despite his meaningless but fancy-sounding mathematical calculations, neither does Mr. "Throat Yogurt."
Originally posted by Seymour Butz
reply to post by GoldenFleece
Oh those pesky calculations.
I guess you'll just ignore them, right?
And instead argue from incredulity, since it's soooooooo much more believeable.
L.3.6 Technical Approach for Analysis of the Working Collapse Hypothesis
There are many possible collapse scenarios that have been postulated in the preceding section. Many of the scenarios will not produce the observed sequence of global collapse events and can be classified as unlikely. Likely collapse scenarios will be identified through analyses that test the postulated phases of collapse against observations. It is equally important to test scenarios that are not predicted to match the observed data. The testing of the postulated collapse scenarios will be conducted through hand calculations, simplified nonlinear thermal-structural analysis, and full nonlinear thermal analysis.
Originally posted by GoldenFleece
Isn't the 4th a federal holiday?
Don't you Throat and ButzYogurts at least get the weekend off?