Grizzly Bear
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- Joined
- May 30, 2008
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- 7,963
So how do you know the top portion of the WTC didn't apply hundreds of g's? What specifically are you looking for? A jolt? Because there is no jolt when the sledgehammer hits the can.
I did a really quick calculation a few months back, and I tried searching the forum for it without any success... but the estimate I got was something like 8g's, which for tower 1 was the equivalent of adding 80 stories to the static load of the upper block, and something like 232 stories for the south tower. At that macro scale no matter how you look at it the individual connections won't be able to take a load that significant. Especially since once the collapse started the columns were no longer aligned. Tony not only believes that there were no out-of-plane loads (which is friggin lunacy), but because there was no visible deceleration in the collapse progression there was no dynamic load.
The lack of a dynamic load claim is bizarre enough on its own (and this write up comes closest to the point I've been trying to communicate), but I'm not quite sure how he expects to pass the latter off when it was clearly discernable that it was wrong: http://img505.imageshack.us/img505/3798/drawing2.png. Those lateral stiffness of the elements took into account the torsional effects of wind loads and were intended to keep the building straight, not have 30 story section introduce torsion to them through having the columns buckling. A column is as good as useless if the loads are being applied in any direction other than straight down.
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