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originally posted by: Salander
originally posted by: pteridine
originally posted by: Salander
a reply to: pteridine
Well there was a conspiracy, assuming I am allowed to use dictionary definitions here. The only question really is just who the conspirators were.
And it is your side claiming UA93 crashed there. That is your story, the story you defend. So far, you are unable to prove your claim/story.
I simply do not believe your story BECAUSE it cannot be proved. That may be too damn complex for you to grasp, but in the traditional rules of debate, if Party A makes a claim (UA93 crashed in that field), then Party A must be able to prove that.
I have no obligation to believe an unsubstantiated claim. The obligation rests with you and yours to prove your claim.
If not there, where did UA93 crash?
I don't know that it did crash. How do you know that it did?
Parts" were recovered like seat belts and other small pieces easily placed.
aircraft debris was quickly hidden away in Iron Mountain,
Human remains? Well, yes, the coroner Miller who changed his story 180 degrees was delivered "DNA samples" from the same gang of liars that brought us the pentagon papers. I consider the source, maybe you do not.
What passengers? Until they were edited, the passengers manifests did not include the hijackers?
originally posted by: Salander
a reply to: pteridine
What passengers? Until they were edited, the passengers manifests did not include the hijackers?
It's pure speculation as to where they are. The important part for the critical thinker is "why are they not in that field?"
originally posted by: Salander
Gents, I'm not offering arguments.
I merely state facts and tell the truth no matter how unpleasant it might be.
I watched the news and video from the helicopter in my boss's office on his small TV. They spent 10 or 15 minutes on site with the camera running the whole time. I have flown similar helicopter missions myself, so I was enjoying watching it. It really happened, like everybody agreed, there was no crashed airliner anywhere near that field. I've seen crashed airplanes before.
Somebody hauled in some painted fuselage pieces for the trial and pictures, but no airliner crashed there, they had the wrong field.
www.history.com...
9:42 am – For the first time in history, the FAA grounds all flights over or bound for the continental United States. Some 3,300 commercial flights and 1,200 private planes are guided to airports in Canada and the United States over the next two-and-a-half hours.
originally posted by: neutronflux
a reply to: turbonium1
You never defined uniform collapse by the way.
There reason there was no resistance from the vertical columns? Once the upper portion of each tower Collapsed into the static floor system below, it didn’t knock over vertical columns. The falling mass fell through the path of least resistance. Stripping floor connections from the vertical columns. The falling mass fell around and between the vertical columns. Not through the vertical columns. Over simplified, But the vertical columns probably became more like bumpers in relation to the falling mass.
originally posted by: neutronflux
a reply to: turbonium1
First off, the jet impacts reduced the number of vertical columns you are referring to in you thirty year rant. Additional load was transferred to the remaining vertical columns because of the missing/damage columns. Another false argument by you.
Again, what caused inward bowing and buckling as seen in the video in this metabunk thread
the-pre-collapse-inward-bowing-of-wtc2.t4760/
www.metabunk.org...
I didn’t say the steel columns under the buckling failed by fire. The vertical columns only toppled once the side to side support supplied by the floor systems was completely stripped from the vertical columns. The evidence is the vertical steel columns remained standing whole seconds after the complete collapse of the floor systems.
Pre 9/11 studies showed the WTC fire insulation was deficient.
Science shows steel loses 60 percent of its ability to resist stains around 1000 Celsius.
The jet impacts remove a large portion of vertical columns and fire proofing.
Additional load was transferred to remaining vertical columns.
Vertical steel columns only transfer full load to the foundation. Bending causes the strain of load to get caught in the geometry of the bend.
The floor trusses droopped because of load and heat. When cooling, the floor trusses contacted. The contraction pulled in on the additional loaded and remaining vertical columns.
The vertical columns bowed in and buckled. The building above the buckling fell into the floor system below. The falling mass pulled and sheared the floor connections. The floor system failed, leaving the vertical columns with no side to side bracing. The vertical columns tumbled down.
originally posted by: neutronflux
a reply to: turbonium1
Your goofy. I have video and proof.
The only things you have is the misrepresenting of facts, ignorance, and disbelief.
Then state and provide the evidence to a cause to supersede inward bowing and buckling leading to collapse.
There is zero evidence of CD at the WTC.
I have posted references and cited cases where building have collapsed from being overloaded or from mechanical strain.
Buildings collapse from having there design limits overloaded.
World Trade Center - Role of floor loss and buckling
m.youtube.com...
Your massive argument is a false argument out of ignorance.
The Madrid Windsor had a collapse of its steel structure, and there was no missing columns from jet impact. The only thing that prevented the total collapse of the Madrid Windsor was the concrete supports that the WTC did not have.
The Tehran high rise fire collapse is another example.
Intimation of collapse videos.
WTC close up of South Tower buckling
m.youtube.com...
9/11: North Tower Collapse (Etienne Sauret)
m.youtube.com...
WTC Tower 1 collapse from north (in SoHo) - enhanced
m.youtube.com...
Wtc 1, impact site close up, tower collapse close up,...
m.youtube.com...
Whatever mass that was supported, would be supported after the damage. The two buildings did not lose any structural support...not to any significant degree.