9/11 Poll

Discussion in 'Pseudoscience Archive' started by scott3x, Feb 7, 2009.

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Who was responsible for 9/11?

  1. 1- The official story regarding 9/11 is the sacred truth. Questioning it is blasphemous.

    2.2%
  2. 2- The official story regarding 9/11 is more or less right. No need to investigate further.

    43.3%
  3. 3- The official story regarding 9/11 is questionable in some areas.

    20.0%
  4. 4- EoG (Elements of the Government) let 9/11 happen.

    2.2%
  5. 5- EoG let 9/11 happen. EoG prevented the investigation of certain individuals before 9/11.

    6.7%
  6. 6- EoG, perhaps in the form of a secret society, made 9/11 happen.

    17.8%
  7. 7- Other

    7.8%
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  1. Tony Szamboti Registered Senior Member

    Messages:
    634
    Oh, I see we just get reasonable locations. This proves my point that it wasn't a forensic analysis.

    Astaneh was used to provide a facade of an examination, so it could be said the steel was examined, when in fact this was far less than what a full blown investigation would have done. If you can't see that then you aren't thinking.

    How would he know thermite damage from hot fire damage?
     
    Last edited: Jun 12, 2009
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  3. Tony Szamboti Registered Senior Member

    Messages:
    634
    The NIST didn't get into the fact that the core was self-supporting and they would be the only official source available. But since we know the material and size of the core anyone trained in mechanics and stress analysis can calculate whether it was or not. I have done a simple calculation which shows it was self-supporting. Are you saying I am wrong?

    Are you talking about the five to seven story portion of the perimeter from WTC 1 that was left standing after the collapses? If so, that isn't significant in any way like the 60 to 70 story spires composed of inner core columns, which stood for about ten to fifteen seconds after the outer core columns and perimeter had completely collapsed.
     
    Last edited: Jun 12, 2009
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  5. KennyJC Registered Senior Member

    Messages:
    2,936
    1) Not only did he not find evidence of steel columns cut by magic horizontal cutting thermite

    2) ...Or hush-a-boom bombs

    3) He DID find steel subjected to temperatures described by civil engineers that could cause the steel to fail.

    That's three strikes. Your religion is false.
     
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  7. Tony Szamboti Registered Senior Member

    Messages:
    634
    Those temperatures were probably not caused by fires. If they were the NIST would have gotten that steel to show they experienced high temperatures due to fire.

    The thermite in the fire affected zones would probably have been used to simply weaken the strength of the joints to the point of collapse, not to cut the structural members.
     
  8. The Esotericist Getting the message to Garcia Valued Senior Member

    Messages:
    2,119
    yeah right

    Please Register or Log in to view the hidden image!

    . . . . no proof, mine eyes are blind, and I am dumb.
     
  9. Trippy ALEA IACTA EST Staff Member

    Messages:
    10,890
    This is your answer, it reflects what you have convinced yourself happened.

    I notice that once again you've ignored direct questions.

    As for the bolded part, precisely what part of my answer to your questions is.

    An assumption you have provided precisely zero justification.

    Last time I checked, steel, especially pressed or rolled steel, was very much anisotropic - it gets brittle when it has small grains, and has it's greatest strength in the direction of the long axis of it's grains.

    Not only that, but if you consider the scenario I've been trying to get you to consider WRT the sagging floor pulling on the core columns, you have an (increased) compresive load in one direction (from the gravity load of the tower) and an expansive(?) load at right angles to it (or at least a reduced compressive load), which strikes me as being precisely an anisotropic stress-strain regime.

    I didn't say a 30% reduction in Yield strength, I said a 30% reduction in youngs modulus. Last time I checked, Youngs Modulus (for steel at least) is begins being reduced before you have a reduction in yield strength. IIRC 500°C is enough to reduce youngs modulus by 27% without altering the compressive strength of the steel.

    Your proselytizing again.
     
    Last edited: Jun 12, 2009
  10. KennyJC Registered Senior Member

    Messages:
    2,936
    So what else other than fire could have softened the steel enough for it to become twisted and warped "like licorice"?

    Pulled out of your ass.
     
  11. Tony Szamboti Registered Senior Member

    Messages:
    634
    You don't know what you are talking about if you are trying to say the stress in the steel from in service loads would be anisotropic due to rolling or pressing during fabrication. Rolling and pressing cause cold work hardening and increase the strength but have nothing to do with the stress field due to the loads.

    Engineering stress strain curves would consider a 30% decrease in youngs modulus to be a 30% decrease in yield strength. You are trying to talk true stress and strain which isn't really applicable here.

    You are obviously looking for a hook by picking on insignificant and inapplicable items because you don't have a good argument.

    I think you have an agenda Trippy and are some sort of shill for the official story.
     
    Last edited: Jun 12, 2009
  12. Tony Szamboti Registered Senior Member

    Messages:
    634
    Are you saying it would be impossible to weaken the joints with an incendiary and then for the collapse to produce the types of damage that Astaneh saw?
     
  13. leopold Valued Senior Member

    Messages:
    17,455
    all i'm saying here tony is that i have never seen anything on the cores ability to freestand.

    no, it was more like 2/3 the height of the building, and it was the perimeter.
    this fact is easily seen in original footage of the collapse.
     
  14. Tony Szamboti Registered Senior Member

    Messages:
    634
    Leopold, please show a video or photo of 2/3 of the perimeter standing in the North Tower after the collapse. I think you are quite mistaken here.

    The central cores were freestanding. There just hasn't been much said about it in direct terms officially. Many people know they were freestanding and a simple calculation by anyone who is trained in mechanics and stress analysis will prove it.
     
  15. KennyJC Registered Senior Member

    Messages:
    2,936
    I have absolutely no idea, and I'm pretty sure you don't either. Especially to do so in such a way were it doesn't completely detatch the joints as soon as the aircraft hits thus causing instant collapse. To this day, I'm curious as to why the truth movement hasn't done any tests with thermite on structural elements. The stars of the truth movement have always talked about thermite cutting columns, thus instantly discrediting thermite entirely. Especially since there is no reason for anyone in the government to demolish the WTC.

    Not when that damage is accompanied by scorch marks indicating fire caused the softening of the steel.
     
  16. psikeyhackr Live Long and Suffer Valued Senior Member

    Messages:
    1,223
    .
    Oh right, there aren't any principles involved in one mass hitting an even greater mass.

    A skyscraper must get stronger and therefore heavier from top to bottom. So how do you analyze the effect of the fall of the top 10% by volume without knowing the distribution of steel and concrete all of the way down.

    Doesn't some PRINCIPLE have to be involved in that? Something like the conservation of momentum.

    I had to tell someone on Richarddawkins.net that inertia works the same way whether the force is horizontal or vertical. We need to know the distribution for the collapse and the airliner impact so why weren't the experts pointing that out in 2002?

    Newtonian physics is only 300 years old. This ain't rocket science like the Moon landing. Oh yeah, the WTC was designed before the Moon landing.

    psik
     
  17. Neddy Bate Valued Senior Member

    Messages:
    2,548
    Psikey is onto something in his videos on youtube. Those are real physics labs. Someone from the other side should try to try to make a similar lab to demonstrate their side of the explanation. Would the model "collapse" or would it be "crushed"?
     
    Last edited: Jun 12, 2009
  18. Trippy ALEA IACTA EST Staff Member

    Messages:
    10,890
    Speaking of picking on things to try and find a hook...
    What I said was that the steel was stronger in one direction in the other, and that the stress/strain applied to the steel was compressive in one directoin, but not the other.
    I also am fairly confident that the strain ellipse of the steel, even under normal static loading conditions would not have been spherical, it would have been an ellipsoid with a circular cross-section in the plane perpendicular to the length of the steel - hence, anisotropic.

    Right, so considering stress/strain when discussing visco-elastic deformation is irrelevant?

    Gotcha.

    Bull. I'm trying to consider things that you obviously haven't.

    And there it is.
    This coming from the person who has put his own personal spin on nearly everything I've said, and refuses to consider anything that isn't published (because I'm published, your not, neener-neener-neener), and thinks that only americans should have an opinion about 9/11, and thinks that the top part of a building should fall straight down even if it's still connected to the bottom part, thinks that elastic deformation is permanent, and doesn't seem to understand that in something that has regions behaving in both plastic and rigid fashions, the behaviour of the area closest to the plastic zone isn't neccessarily related to the behaviour of the area farthest from the plastic area, and finally seems to think that paint chips are thermite.

    I don't have an agenda.
    Agendas are for idiots, and require too much energy.

    I'll leave you to yours though, you're more than welcome to it.
     
  19. Trippy ALEA IACTA EST Staff Member

    Messages:
    10,890
    See, now I know you're just trolling, because I said this, right after the initial post.
    Seeing as how you're apparently either dishonest, or unfamiliar with the concept: Wikipedia: First Principles.

    And i've handed you nintey percent of the information you've asked for on a silver freaking platter - maybe you should get off your ass, do some of your own research, and contact someone who is useing the information from the FOIMA request regarding the NIST SAP 2000 models.

    Or maybe you should put your own FOIMA request in, instead of pestering me for data you're obviously either too lazy or too stupid (or too both) to find yourself.

    Here's the webpage of the guy that (successfully) made the FOIA request: http://razor.occams.info/nist-wtc/
    If you have access to v11 of SAP 2000, he has provided .zip files on his webpage that contain the complete SAP 2000 models used by NIST (as released under the FOIA).

    The way you've been talking, that should just about be a wetdream for you.

    Or there's this page:
    http://wtcmodel.wikidot.com/nist-sap2000-model
    Which contains at least some of the data in Spreadsheets.

    Of course, there is the third option, you could hire me as a research assistant, but I have to warn you, I charge my time out at 80 USD/hr, and I don't look good in a dress.

    You want a medal, or the chest to pin it on?

    Because maybe they had it in 2002?
    Just because the data wasn't made publicly available until 2006/2007, doesn't mean the experts didn't have access to it in 2002 - in other words, they weren't asking for it, or pointing out that it was needed, because they already had it.
     
    Last edited: Jun 12, 2009
  20. KennyJC Registered Senior Member

    Messages:
    2,936
    No, what he has are toys.

    At such tiny scales the kinetic energies in his models are neglegable. It's like a toddler trying to replicate car damage from a freeway collision with a toy car.
     
  21. KennyJC Registered Senior Member

    Messages:
    2,936
    God.. What is it with you people? Talk about tin hats...

    Please Register or Log in to view the hidden image!

     
  22. leopold Valued Senior Member

    Messages:
    17,455
    it wasn't 2/3 of the perimeter, it was approximately 2/3 the height of the building. if i was to estimate how much of the perimeter was left standing i would guess 1/8 to 1/4. i cannot remember which building it was, i'm almost certain it was the second collapse.

    probably why i've never heard of it.
    from my understanding all 3 of these elements was required to keep those buildings erect, remove enough of any one of them and they will collapse into a pile of dust.
     
    Last edited: Jun 12, 2009
  23. Neddy Bate Valued Senior Member

    Messages:
    2,548
    Fair enough -- small scale models behave differently than full scale models. But he covers that in the video. His model is obviously not meant to replicate the towers, otherwise it would have to end up as a pile of rubble at the end of the video.

    Are you claiming that because a full scale model is too big to make, that it would be impossible to model a collapse similar to the towers on 911? I would think it would be possible, and even if it did not really prove anything due to scale, it would be very interesting to see.

    So, is there a computer simulated model of the collapse anywhere? I have seen the computer simulated airplane careen through the building, but the simulation seems to end there. Does anyone know of any physical or computer models of the collapse that I could refer to? Thanks in advance.
     
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