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Richard Gage Blueprint for Truth Rebuttals on YouTube by Chris Mohr

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truth guys said:
90,000 Liters of Jet Fuel Regardless of the volume, the jet fuel burned off within the first 15 minutes. So what is the source of the "intense heat" after that?

pgimeno said:
The fires that the jet fuel initiated, obviously!

The inability / unwillingness of the truth people to understand this simple concept has blown me away since day one here.

  • Add lighter fluid to charcoal
  • Light fluid, step away from grill
  • Fluid burns a bit and quickly goes away
  • Charcoal gets much much much hotter over time

I mean, some of these people must barbecue, right? What the hell is wrong with their brains, that they can't see how it's the same concept? Does this TruthMakesPeace guy ever grill anything? Does nanuthermite cook his burgers?


He says he was not given a reason FWIW.

link
Darat -Administrator / JREF Forum Liaison said:
TruthMakesPeace has been banned. This is a ban imposed in my role as Forum Liaison and follows repeated threats by TruthMakesPeace of legal action against the Forum and the JREF.

Maybe more truth would make more peace.
 
The inability / unwillingness of the truth people to understand this simple concept has blown me away since day one here.

  • Add lighter fluid to charcoal
  • Light fluid, step away from grill
  • Fluid burns a bit and quickly goes away
  • Charcoal gets much much much hotter over time

I mean, some of these people must barbecue, right? What the hell is wrong with their brains, that they can't see how it's the same concept? Does this TruthMakesPeace guy ever grill anything? Does nanuthermite cook his burgers?




link


Maybe more truth would make more peace.

And to go along with that......is the asinine claim that since there were people standing in the openings, the fires could not have been hot enough to weaken steel.......yet 140 years ago they had this..

http://www.youtube.com/watch?v=Drsgs6-3Qlg
 
First it's "in its own footprint", then its "mostly within its footprint", now it's "all over the place". I wonder if "all over the place" is "within its footprint" or "within its basic footprint". We all know that the debris field for all three buildings covered several times more ground than the building's footprint. Heck, WTC 1's collapse hit WTC 6 on its way to WTC 7. Not one, but two buildings are within its "basic footprint"?

If a ton of bricks fell on you 1/4 inch bits of you wouldn't strewn all over the place. You'd be squashed as if by Mr. Squash It All Flat.
 
If a ton of bricks fell on you 1/4 inch bits of you wouldn't strewn all over the place. You'd be squashed as if by Mr. Squash It All Flat.

You are not actually answering the question, I note.

Two buildings are within the "basic footprint" of WTC1?
 
Thanks Carlitos for the info about TruthMakesPeace. I definitely won't ask a second time!
 
Another point against their rebuttals.......the claims about the glass breakage. The glass breakage would have occurred not only because of the explosion from the fuel, but also from the warping of the building structure by the impact of the plane. I forget how much they said the building swayed, up it could have easily overstress the glass and cause it to fracture.

You know, i've thought about this before.

Does anyone know what the requirements for the windows were? Like, code wise? How thick, how much force that can withstand, etc?

I've always been curious....
 
You know, i've thought about this before.

Does anyone know what the requirements for the windows were? Like, code wise? How thick, how much force that can withstand, etc?

I've always been curious....

I don't have codes that go back that far :p

The new code calls for 110 (or 120 mph ) wind load.
Short duration laod in accordance with ASTM E 1300

It would have to be safety glazing in accordance with CPSC 16 CFR 1201

It isn't the impact loads, but the twisting and racking that would be the problem.
 
But repeated answers to my inquiries here and elsewhere make it clear that the results of breaking and buckling columns are very similar. Euler's formulae, TFK's graph, etc. all show that a buckling column loses something like 98% of its strength.
Please post these formulas and graph.
 
Please post these formulas and graph.
Try this:
http://www.internationalskeptics.com/forums/showpost.php?p=8149759&postcount=3831
Also post 3638.
One thing on rereadiang, I think TFK said in this post that buckling is important to collapse initiation but then as collapse progressed the columns snapped? Am I reading this right? If so, then NIST's talk of collapse initiation via buckling turns into columns breaking apart at the welded connections even in Building 7? This I did not catch before, and I may be misunderstanding Tom's meaning.
 
Try this:
http://www.internationalskeptics.com/forums/showpost.php?p=8149759&postcount=3831
Also post 3638.
One thing on rereadiang, I think TFK said in this post that buckling is important to collapse initiation but then as collapse progressed the columns snapped? Am I reading this right? If so, then NIST's talk of collapse initiation via buckling turns into columns breaking apart at the welded connections even in Building 7? This I did not catch before, and I may be misunderstanding Tom's meaning.
Figure 12-62 shows the exterior columns buckling and providing resistance after onset of global collapse and that means during the FFA.

The buckling is over 7 floors or about 90 feet so the decent is roughly 20 feet in Fig 12-62, well into the FFA and the exterior columns are only about half way to the fully formed hinge point where they would loose an estimated 98% of their strength. That would not happen until about 80 feet into the FFA.

In other words, the NIST model is NOT falling at FFA nor are the columns snapping like sticks.

Your stick analogy is wrong because even if it did happen it would be well after the onset of FFA so what's the point?

ETA:
I watched that part again and you are using the snapping stick to explain the sudden onset of FFA.

At 4:55 you say that NIST used a video tape looking straight at the north perimeter wall as you play the CBS eye level video. This is incorrect. NIST used camera 3 at street level.
 
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Try this:
http://www.internationalskeptics.com/forums/showpost.php?p=8149759&postcount=3831
Also post 3638.
One thing on rereadiang, I think TFK said in this post that buckling is important to collapse initiation but then as collapse progressed the columns snapped? Am I reading this right? If so, then NIST's talk of collapse initiation via buckling turns into columns breaking apart at the welded connections even in Building 7?

It's certainly what he says in that post. And for a column to break anywhere other than a connection would be a very strange event as connections are easily the weakest link. If your stick had a groove cut around it that's where the eventual break would occur, as it were.

Chris7 prefers to insist on plastic buckling of the column material itself, as this allows him to claim "2% retained support" (or something) which would result in slightly < g acceleration. It's just more C7 straw-grasping to support his CD delusion.
 
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It's certainly what he says in that post. And for a column to break anywhere other than a connection would be a very strange event as connections are easily the weakest link. If your stick had a groove cut around it that's where the eventual break would occur, as it were.

Chris7 prefers to insist on plastic buckling of the column material itself, as this allows him to claim "2% retained support" (or something) which would result in slightly < g acceleration. It's just more C7 straw-grasping to support his CD delusion.
That's not what I said at all Glenn.
The consistency of misinterpretation says a lot about the posters here.

The exterior columns were still buckling after the onset of FFA. Therefore, the NIST model is NOT falling at FFA.

fig1262.jpg
 
Figure 12-62 shows the exterior columns buckling and providing resistance after onset of global collapse and that means during the FFA.

Why does "after onset of global collapse" (in your words) mean "during the FFA"?

What Figure 12-62 says it shows is "[e]xterior column buckling after initiation of global collapse with debris impact and fire-induced damage" (i.e., a model result). The text says, "When all the exterior columns had buckled, as shown in Figure 12-62, the entire building above the buckled-column region moved downward as a single unit, resulting in the global collapse of WTC 7."

How do you conclude that 12-62 shows exterior columns providing resistance during the FFA? I find that bizarre.

Maybe you are eyeballing how far the south face has dropped in this model run at the moment of 12-62, and comparing it with the Stage 1 displacement? There would be several problems with that; maybe the easiest to understand is that the Stage 1 displacement is measured on the north wall.
 
That's not what I said at all Glenn.
The consistency of misinterpretation says a lot about the posters here.

The exterior columns were still buckling after the onset of FFA. Therefore, the NIST model is NOT falling at FFA.
http://img42.imageshack.us/img42/4382/fig1262.jpg

Wrong, as MarkLindeman has idicated above. Onset of 'global collapse' is not synonymous with beginning of FFA. Except, perhaps, in your mind.

1-9 Vol II states that all exterior columns had buckled "within approximately 2 seconds" of onset of collapse. This matches almost precisely the beginning of Stage 2, as per their graphs.

While you're here - when will you open a thread to tell us your ideas on why, when and how WTC7 was CD'd?
 
1-9 Vol II states that all exterior columns had buckled "within approximately 2 seconds" of onset of collapse. This matches almost precisely the beginning of Stage 2, as per their graphs.

Glenn, just to clarify, as you know, that quotation (actually, the report doesn't spell out "seconds") refers specifically to the model result under discussion. I agree that in this respect, the model appears to agree well with the observables.

I mention this because C7 (like other people I've encountered) often doesn't seem to understand how working models are used. Basically, he seems to think that if he can find any aspect of "the NIST model" that doesn't agree with the observables, then he has rebutted "the model," ergo NIST has failed, the report is a pack of lies, etc. As you know, that isn't how serious empirical inquiry works. Certainly a model may diverge from observables to such an extent that it isn't suitable for its intended use, and/or that the underlying hypothesis is gravely infirmed or rebutted outright. Or not. That is a matter of substantive judgment. A hallmark of "truther" critiques of the NIST reports is that they don't incorporate this understanding; they stop too soon.

In one of these threads yesterday, C7 wrote something like, 'Please don't tell me that the report was close enough for government work.' Snark aside, whether a model is "close enough" is a serious and subtle question. Anyone who doesn't acknowledge that is operating at a disadvantage in serious technical discussion -- but perhaps, in some contexts, an advantage in polemic.

OK, I've exhausted my meta quota for April. I'll sit back and see whether, against all odds, I actually learn something about girders 'n' stuff.
 
Wrong, as MarkLindeman has idicated above. Onset of 'global collapse' is not synonymous with beginning of FFA. Except, perhaps, in your mind.

1-9 Vol II states that all exterior columns had buckled "within approximately 2 seconds" of onset of collapse. This matches almost precisely the beginning of Stage 2, as per their graphs.

While you're here - when will you open a thread to tell us your ideas on why, when and how WTC7 was CD'd?
So Glenn, Mark,

I still have questions about what Chris7 is bringing up here. First of all, it is still my understanding that NIST's draft document on Building 7 did not acknowledge freefall at all. That came into the final report, and Chris7 asserts that NIST did not change their model when they acknowledged freefall. From what I can see, Chris 7 is correct when he says this.

However, Glenn quotes NIST 1-9 (above) saying complete buckling had happened within 2 seconds of the collapse, so if I understand correctly here, the original unchanged model could allow for freefall at that point.

Now Glenn, here is where I get really confused: when you said, "And for a column to break anywhere other than a connection would be a very strange event as connections are easily the weakest link. If your stick had a groove cut around it that's where the eventual break would occur, as it were. Chris7 prefers to insist on plastic buckling of the column material itself, as this allows him to claim "2% retained support" (or something) which would result in slightly < g acceleration. It's just more C7 straw-grasping to support his CD delusion." The reason this is confusing to me is because all the NIST modeling, especially figure 12-62, shows precisely what Chris7 says happened in the NIST model, which is plastic buckling of the column material itself. Isn't that exactly what I am seeing when I look at Figure 12-62?. Look at the computer model of the view from the south around the 11th floor or so. That looks like severe, extreme, plastic buckling of the column material to me.

Lest you think I am agreeing with Chris7, I am also looking at his own post 4121 at the top of page 104. There C7 shows another set of four NIST diagrams. In these model diagrams, at 13 and 14 seconds I see plastic buckling globally in floors 7-14 and columns snapping all over the place along the east side where the penthouse has collapsed. At 15 seconds, I see columns beginning to snap along the right side. One second into the global collapse, at 16 seconds, I see more columns snapping along the right side. Two seconds into the global collapse, which would be the 17th second, there is no diagram shown by Chris7, but that may be the point at which the buckling columns are globally snapping like, dare I say it, sticks. I don't know for sure. I'm just observing what I see in these two sets of NIST computer simulations.

So the to things that seem inaccurate to me at this point are: 1) saying that Chris7 is holding onto the plastic deformation of columns assertion when in fact that is exactly how NIST modeled the collapse onset and 2) Chris7's apparently inaccurate timing of the NIST models in relation to the 2.25 seconds of freefall rates. Am I wrong here?
 
The reason this is confusing to me is because all the NIST modeling, especially figure 12-62, shows precisely what Chris7 says happened in the NIST model, which is plastic buckling of the column material itself. Isn't that exactly what I am seeing when I look at Figure 12-62?. Look at the computer model of the view from the south around the 11th floor or so. That looks like severe, extreme, plastic buckling of the column material to me.

I can only suggest it's more of a visual effect caused by a lot of individual elements - with limits to the resolution available - being packed into quite a small diagram, giving the impression of curves. Go back to the pdf, scale up the view to 400% or so and the curves become less apparent at the level of individual elements, and you'll notice the 'stepped' effect of small individual lines at high magnification.

While you're in there, do that search for "failure mode" ;)

I should warn you, though, that tfk has forgotten more about these subjects than I can ever hope to know. I'd go with his statement that "Fracturing connectors takes a MASSIVELY reduced amount of energy compared to column buckling." (where he's talking about plastic buckling, I presume)
 
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Glenn, just to clarify, as you know, that quotation (actually, the report doesn't spell out "seconds") refers specifically to the model result under discussion. I agree that in this respect, the model appears to agree well with the observables.

I mention this because C7 (like other people I've encountered) often doesn't seem to understand how working models are used. Basically, he seems to think that if he can find any aspect of "the NIST model" that doesn't agree with the observables, then he has rebutted "the model," ergo NIST has failed, the report is a pack of lies, etc. As you know, that isn't how serious empirical inquiry works. Certainly a model may diverge from observables to such an extent that it isn't suitable for its intended use, and/or that the underlying hypothesis is gravely infirmed or rebutted outright. Or not. That is a matter of substantive judgment. A hallmark of "truther" critiques of the NIST reports is that they don't incorporate this understanding; they stop too soon.

In one of these threads yesterday, C7 wrote something like, 'Please don't tell me that the report was close enough for government work.' Snark aside, whether a model is "close enough" is a serious and subtle question. Anyone who doesn't acknowledge that is operating at a disadvantage in serious technical discussion -- but perhaps, in some contexts, an advantage in polemic.

OK, I've exhausted my meta quota for April. I'll sit back and see whether, against all odds, I actually learn something about girders 'n' stuff.

Their lack of understanding of how the models work and are used has been well-demonstrated already. I had actually intended to make a comment similar to yours, how it's completely irrational to expect a full computer simulation with best-guess estimates for inputs to match the observables perfectly. It's just not possible - similar to trying to explain to these maroons how computer modeling works or why the expectations they have are unreasonable.
 
Hey Christopher7, I'll try to explain it once again.

NIST just couldn't model the details of every connection with its exact failure modes. It would probably have taken many years for such a simulation to run, if it converged at all. NIST had to make concessions in order to carry out the calculation. Column resistance was an INPUT to the model, not a RESULT.

Therefore, using an incomplete model for the purpose of proving that the structural members should have provided resistance is silly. The model can't represent exactly the way the building collapsed. We know, you know, it's not an accurate representation of the collapse in all of its features.

As MarkLindeman put it:
Certainly a model may diverge from observables to such an extent that it isn't suitable for its intended use,
except, in this case, its intended use is NOT to prove the resistance of the structural members, mind you. You're taking the model out of its applicability range.
 
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