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This entire presentation hinges on a single fact. WTC7 reached freefall briefly in its collapse. This single fact is taken to prove that demolition occurred.
He never demonstrates this, he never proves this through any method, he never even shows his error bars. How in the world has this remotely convinced you?
Originally posted by LaBTop
Exponent, I totally forgot I also posted in this thread, after a re-start of my box caused by a power failure last week. I'm glad you helped me to remind me of it. Next time use a PM when you like me to answer a post, then I see under every page window I click open, that ATS-reminder sentence flickering that I have a PM.
So, you viewed that above Chandler lecture and offered two links, both are however single image links without the needed link to the article you took them out.
The Indymedia.uk image link sends me not to the article, when I cut it down to its main page. Thus, offer a link please.
For the Femr ''WTC7-Displacement vs Acceleration'' link I could cut some slack away from its link and arrived at his main page where he writes that :
...
That's nice, but that's not a WTC 7 article, while you post a WTC 7 image. So, offer a link to the article where that image is used, please.
Thus, femr shows us NOT the 2.5 secs freefall period in his graph, just before his 11 secs starting point in his graph timeline , which I and you would both expect. I find that highly curious and misleading, if he wanted to show that no free fall occurred.
By the way, are you aware that NIST admitted that Chandler was right, about that 2.5 secs freefall period, in which at least an 8 storeys high space, worth normally a block of very heavy resistance, was in fact zero. Otherwise those 2.5 secs period would have looked very different in that graph.
Chandler mentioned also that his graph line fell within the one second uncertainty error margin of the software used, so I don't understand that you missed that.
Originally posted by LaBTop
About your explosion text : did you miss the video's of -BoneZ- and the one I posted, where you can hear in both, a distinct VERY LOW FREQUENCY rumble about 1 second before the east penthouse roof starts to sink away. (when you use a quality headset.)
If you listen to them on your tv-set speakers or flatscreen speakers, you will hear nothing of it at all, so, get that headset.
Do you perhaps want to say that that must have been the "snapping" of column 79 ? As NIST tries to let us believe.
Because my next question to you, and Vipertech too b.t.w., will be why we then do not hear a thirty fold louder rumble, when the roof line starts to sink 8.5 seconds later, at the moment we may assume that all internal columns must have "snapped" too.
So, your whole remark :
...
is nullified by the simple fact that we all can hear these ULF rumbles 1 sec before collapse initiation, and no distinct sound at all when the whole damn building collapses with all its columns and beams giving way.
Which must have been quite a loud event when standing near it.
But those two camera's only picked up that rumble, no more, at just a few blocks away.
That renders your whole remark void and wrong, the simple facts from reality as can be seen and heard in those video's.
TB's have such a huge brisance, i.o.w. shattering force, since they have explosive speeds of 22,000 meters per second and more.
That should tell those posters who keep saying that a TB is just another Fuel/Air bomb that they are dead wrong, F/A's have much lower (5 x)explosion speeds. The right TB, a directional one, disc or ring shaped, can shatter a steel column like if it was a falling crystal glass.
Are you perhaps now going to believe what I tell you all for so long already, that TB's have an ULF sound stamp. Also when experiencing them from close by. And you live to tell.
Those first (huge amount of time in any collapse) 2.5 seconds free-fall depict at least 8 floors worth of no resistance at all encountered by the top portion falling down.
That's ONLY possible when you use EXPLOSIVES, or hydraulic jacks, which do not rumble at all...
And when those floors are out of the way, all the rest after those 2.5 secs is a gravitational event. If no further charges were used to ''lead'' the building's outer shell.
Originally posted by LaBTop
The NIST plot in that indymedia.org.uk image link is by the way nearly exactly identical to the Chandler one, the only difference is, that NIST added some extra mumbo-jumbo, and plotted from left to right, while Chandler plotted from right to left on their time lines.
NIST has vehemently defended its first position that no free fall at all occurred, in fact that only 40 percent of it ever was reached.
A collapsing building CAN NOT fall through itself, whithout slowing down, and thus resulting in an upward ''knick'' in the plotted graph line.
David has somewhere else explained that he took PIXELS in a HD version, to plot his graph. His method was very precise.
Exp.: Chandler did not plot from right to left. This again shows you do not understand the figures you are looking at. NIST plotted velocity on a positive scale. Chandler plotted velocity on a negative scale. The difference is not left to right or right to left, it is positive vs negative.
LT: NIST has vehemently defended its first position that no free fall at all occurred, in fact that only 40 percent of it ever was reached.
Exp.: Meaningless speculation informed only by the person who is advocating this position. Hardly convincing.
LT: A collapsing building CAN NOT fall through itself, whithout slowing down, and thus resulting in an upward ''knick'' in the plotted graph line.
David has somewhere else explained that he took PIXELS in a HD version, to plot his graph. His method was very precise.
Exp.: You're right, so the damage must have been done before this freefall period[1]. This is consistent with NISTs theory[2]. Chandler's measurements are not accurate at all unless you want to believe the building literally jumped in the air beforehand[3]. Please stop relying on him as if he was some sort of expert. He's a maths teacher, not a physics professor and his software is used to teach schoolchildren. Not for rigorous scientific analysis[4]. There are no full HD videos of collapse that I am aware of and I have 8 or 9 of them total from NIST's Cumulus database.[5]
I have carefully and accurately told you why Chandler's presentation is bogus. Instead of taking these points on board you have simply decided that no, Chandler is your god and you will believe whatever he tells you. Despite the fact that we can see how poor his measurement software is you refuse to believe it. You add margins of error that don't exist and would be so large they would entirely defeat the point, and you instantly doubt all other analysis in favour of the one you have selected.
This is not an honest way of investigating Labtop. I don't think I'll be extending you the same courtesy again until you present some quality evidence to support your case[6].
Originally posted by exponent
Exp.: If anything it would likely be the results of the several floor bays collapsing. A column snapping makes noise, but we have little evidence of the failure mode of column #79 so assuming a type of fracture would seem premature. Still, your subsequent paragraph indicates that it likely isn't structural:
LT: Because my next question to you, and Vipertech too b.t.w., will be why we then do not hear a thirty fold louder rumble, when the roof line starts to sink 8.5 seconds later, at the moment we may assume that all internal columns must have "snapped" too.
Exp.: The answer is likely that the sound results are spurious, and do not represent immediate building events.
Exp.: No Labtop, it does not render anything null and void, and in fact you're using no logic whatsoever here. You're simply assuming that this sound is from explosives with no evidence, and then ignoring the fact that there are no other corresponding sounds to explain all the other explosives you invoke.
You're just trying to dismiss my point without any evidence whatsoever.
LT: TB's have such a huge brisance, i.o.w. shattering force, since they have explosive speeds of 22,000 meters per second and more.
That should tell those posters who keep saying that a TB is just another Fuel/Air bomb that they are dead wrong, F/A's have much lower (5 x)explosion speeds. The right TB, a directional one, disc or ring shaped, can shatter a steel column like if it was a falling crystal glass.
Exp.: This is just devolving into pure fantasy. None of this is remotely true. A thermobaric explosion does produce a large shockwave, but a shockwave does not result in steel shattering as if it was glass. This is down to force imparted and the properties of the steel. Nor does it cause a low frequency rumble. This is C4, an extremely brisant explosive:
Notice the use of earplugs at 100m away. This is in fact less explosive than would be needed to break a single column and there is no low frequency rumble whatsoever.
LT: Are you perhaps now going to believe what I tell you all for so long already, that TB's have an ULF sound stamp. Also when experiencing them from close by. And you live to tell.
Exp.: Nobody is going to believe you Labtop because this is an entirely invented 'fact'. It has no basis in reality and you've never found a single reference to support it. Any explosion that has a resultant expansion velocity greater than that of sound in air will produce a shockwave. A shockwave doesn't directly have a defined pitch, it has an amplitude and a rate of change. This is why larger explosives often sound lower, as there is greater movement of air and so this ramp up can be wider and smoother. It doesn't in any way reduce the amplitude of the shockwave.
LT: Those first (huge amount of time in any collapse) 2.5 seconds free-fall depict at least 8 floors worth of no resistance at all encountered by the top portion falling down.
That's ONLY possible when you use EXPLOSIVES, or hydraulic jacks, which do not rumble at all...
And when those floors are out of the way, all the rest after those 2.5 secs is a gravitational event. If no further charges were used to ''lead'' the building's outer shell.
Exp.: The freefall period is not first by any means. It occurs some seconds into the collapse already. This is what easily disproves the use of explosives. How would they use explosives after the building had already begun collapsing? Indeed in this case some 6-8 seconds after a large portion had already collapsed into it.
If your theory was accurate, then we would expect to see an instant transition from stationary to freefall acceleration, but this appears only in Chandler's data because of his poor collection. All other data refutes this.
Exp.: The links I offered are comparative graphs to show that Chandler's analysis is not well supported by the community. Both Femr and NIST characterize the collapse in quite similar manners. A gradual onset of deflection, followed by a rough descent of 8 floors at free-fall acceleration, followed by a gradual deceleration.
Chandler's data on the other hand shows an immediate transition from unmoving to moving and as he uses a linear fit he gets only a single characteristic of the collapse. This is primarily down to bad technique as he uses an overly simple program not designed for this task, and plots the positions by hand.
Exp.: Femr doesn't particularly write articles that I know of, he discusses the results of his analysis on another forum I don't believe I'm permitted to link. I'm sure you can look him up easily though.
Exp.: Femr does indeed show the 2.5 second freefall period. It is that portion of the graph where the black line is underneath the horizontal line. This period actually shows that there is a period of faster than freefall, although it's not clear if this is calibration, measurement or real. This analysis is done with the same rough principles as Chandler, but with significantly greater rigor. Using computer matching with larger numbers of samples calibrated from many videos. It's a technique that I would expect to be used by experts and Femr does seem to wield it well. I have no idea why you don't think it includes a freefall period but it clearly does.
Exp.: NIST hardly 'admitted Chandler was right'. NIST included a graph in their final report that shows indeed there was very little (saying zero is inaccurate) structural resistance in that period.
LT: Chandler mentioned also that his graph line fell within the one second uncertainty error margin of the software he used, so I don't understand that you missed that. ------
Exp.: There's no 'one second uncertainty margin'. We are talking about a total period of 2.5s, if there is a one second uncertainty then the rate of acceleration is uncertain to more than 2m/s/s. How then could he possibly claim it would be 'within a few percent of freefall'.
You make the same mistake as him Labtop. I only presume you are not well versed with scientific analysis and so don't know where errors are relevant.
Originally posted by GenRadek
reply to post by LaBTop
Its not gone.
Its in the Homeland Security Digital Library.
NIST NCSTAR 1-6G
www.hsdl.org/?view&did=462456
on Google it is a PDF format
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LT: Observe my words : "his graph line fell within the one second uncertainty error margin of the software "
Now go contemplate who of us makes mistakes.
You are the one who has no real grip on error importance. PERIOD.
NIST and David both talked about the comparison factor between pure free fall and observed free fall speed in their calculations.
NIST found an R[square]=0.9906, while pure free fall has an R[square]=1.0000.
That's a difference of 0.0094.......One percent would be 0.0100, they found thus a 0.94 % deviation of pure gravity free fall.
Capice?