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originally posted by: LaBTop
The towers were not point masses.
If you have inadequate education, no need to be ashamed.
If so, it's however really better to refrain from making such funny remarks.
All you show is, you have no clue at all what Charles M. Beck laid out before you.
originally posted by: LaBTop
David Chandler found a 36 % top-part weight figure by applying his Tracker software.
How could applying besides Newton, also Euler and Johann/Daniel Bernoulli, add an additional percentage on top of the 36 % top-part weight figure, sufficiently enough to reach a higher top part (pile driver) weight figure, that could have favored a pile-driver theory? And thus also counter Charles M. Beck's calculations, who used much more than plain old Newton laws of motion.
originally posted by: LaBTop
The same "Tracker" software was used by David Chandler to measure the 2.5 seconds of true gravitational acceleration at the start of global collapse of WTC-7. He used the same measurement of a pixel of the roof rim line, as he did for this WTC-1N example.
Please prove him wrong on that subject too.
While you're at it, you can prove NIST's own new measurements also wrong.
Fed to and calculated with, their own proprietary software, after David pointed at their final WTC-7 report's intendedly hugely flawed fraudulous G-calculations.
On a side note, NIST's outcome came even nearer to true G acceleration values.
originally posted by: LaBTop
Because these firms very well know that there is an awful amount of RESISTANCE to be nullified, and they don't want to be left behind with huge remnants, which cleanup will result in a negative project value in their books.
Page 11. 2. Rigidity assumption: The NIST report claims that the collapse started because the vertical columns could not absorb the energy of the falling top section of the building.(2)
By design, all vertical columns were continuous structures that stretched from the ground floor to the top of the building. Lateral support was added to them to prevent them from buckling under load, so that they would behave as “short columns.” For our models we assumed that the vertical columns are indeed short columns :
Under compression they maintain their ultimate strength until the yield strain is reached.The rigidity assumption enters here as the location where the fracture occurs - at (according to Bazant et al.(10)) or near the interface between the avalanche and the vertical column. However, this is a slow compression of the column (the velocity of the source of compression is much smaller than the sound velocity in the steel) so the stress has time to propagate throughout the whole column causing the strain to do the same. As a result, the fractional distance λ1 should be applied to the full length of the column (delta-H, the height of the building) and not to the storey height delta-H = H/FT .
Larry Rivers was working in the basement of the building when the cave-in began. He said "We had about two seconds warning...a rumbling sound like Niagara Falls. I ran for my life. I looked back and saw four of my buddies being crushed by the concrete. It was sickening."
originally posted by: LaBTop
That looks to me as a stripped building, prepared to be demolished. Then a middle part collapsed premature. Possibly caused by too zealous workers who undermined the building a bit too much.
Beck's model is applicable, NIST claim is wrong, since we are looking at the collapse-initiation point in time, when all still intact columns and crossbeams (that prevent buckling) were still in place. Do note that the collapse clearly started at a non-impacted floor !
Further on all 47 core columns at those non-impacted floors should have magically lost their yield strength at the same time to let the top part of the building behave as we saw, sinking as a block in those first three seconds. I hope you don't believe in that kind of Nature.
Page 11. 2. Rigidity assumption: The NIST report claims that the collapse started because the vertical columns could not absorb the energy of the falling top section of the building.(2)
By design, all vertical columns were continuous structures that stretched from the ground floor to the top of the building. Lateral support was added to them to prevent them from buckling under load, so that they would behave as “short columns.” For our models we assumed that the vertical columns are indeed short columns :
Under compression they maintain their ultimate strength until the yield strain is reached.The rigidity assumption enters here as the location where the fracture occurs - at (according to Bazant et al.(10)) or near the interface between the avalanche and the vertical column. However, this is a slow compression of the column (the velocity of the source of compression is much smaller than the sound velocity in the steel) so the stress has time to propagate throughout the whole column causing the strain to do the same. As a result, the fractional distance λ1 should be applied to the full length of the column (delta-H, the height of the building) and not to the storey height delta-H = H/FT .
Then Charles M. Beck proves his case via correct calculus.
originally posted by: Yule C Mann
But NO LOGICAL explanation is found for steel I-beams turning into dust in mid air.
.
originally posted by: Yule C Mann
But NO LOGICAL explanation is found for steel I-beams turning into dust in mid air.
The whole complex was nothing more than a sovereign wealth fund insider trading scam operation, that eventually became obsolete due to wireless trading. ALL EVIDENCE of the scam had to be ELIMINATED. Lock stock and barrel.
Emphasism mine
originally posted by: wmd_2008
Maybe if I type this s l o w l y it will sink in, When the collapse of the Towers was initiated the floor slabs collapsed internally that allowed the walls to basically peel away from the structure.
Truthers DON'T believe that a progressive collapse of the floor slabs happened BECAUSE they claim it can never happen because of a failed understanding of Newton's Laws applied to this event.
Also YOU don't seem to understand what progressive means.
progressive:adjective--- 1. happening or developing gradually or in stages.
originally posted by: Yule C Mann
But NO LOGICAL explanation is found for steel I-beams turning into dust in mid air.
originally posted by: GenRadek
a reply to: MALBOSIA
The concrete stayed mostly in place. It was only 4 inches thick on the floor pans.
You can see some of it here:
www.stevespak.com...
s662.photobucket.com...
1.bp.blogspot.com...
You forget that most of the concrete was in the foot print stacked up in the floor segments. A bunch was crushed in the collapses and ejected as dust, as one would expect, but a lot of the concrete stayed behind. The floor pans and floor trusses also stayed in the footprint. There is no way they were ejected. You can see them falling down during the collapse.
originally posted by: wmd_2008
a reply to: MALBOSIA
First we are in DIFFERENT time zones I also have a LIFE away from ATS.
Look for DEBRIS FIELD images in Google, also do YOU honestly think all the dust is concrete, what about the sheetrock, sprayed on fire protection,vermiculite behind the cladding panels, smoke & soot from the fires, dust from uncleaned areas , paint even glass was found in the dust samples.
You see truther claims about the dust are the same as when they talk about the cause, the dust is just concrete it wasn't in the same way it wasn't just fires that caused the building collapse.
Concrete
Concrete
Concrete
For some strange reason YOU and others like you seem to think 4 and a half inches of floor grade concrete with some mesh through it should be indestructible even when it falls HUNDREDS of feet and thousands of tons of material falls on it.