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Originally posted by ProudBird
reply to post by snowcrash911
AE911"Truth" have been getting their slimy little fingers into many aspects of "9/11 lore and myth"....to include being cited frequently ("Argument to Authority") by that other little "club", the so-called "Pilots" for "Truth".
So yes, there are examples of cross-pollinating occurring......
...... if you maybe explained your position on Hanjour's supposedly impossible (which actually wasn't) corkscrew turn again, in elaborate detail, in a suitable Pentagon thread, or link me to previous elucidations. I can cite you as a 757 pilot and that helps.
Originally posted by GenRadek
I'm just wondering if the folks at AE9/11T will ever correct their mistakes and lies on their list. I thought they are demanding the truth. How can one be for the truth, and lie lie lie and deceive people right on the first page?
I'm also surprised that no one wants to comment on the fact that many of the points on the list are blatant lies, and the fact that only a five minute search corrects their lies and tells the actual truth.
My main concerns are the lies about the no deformations seen in any of the WTCs prior to collapse, or those pyroclastic clouds and such. Come on people, how can one defend such blatant dishonesty, in the name of truth?
Originally posted by DrEugeneFixer
What's goin' on today; is there a 9/11 Truther holiday? Are they all paying their respects at the "9/11 truther memorial" Or What?
Originally posted by pteridine
Originally posted by DrEugeneFixer
What's goin' on today; is there a 9/11 Truther holiday? Are they all paying their respects at the "9/11 truther memorial" Or What?
They are going over old threads and deciding which "truths" haven't seen the light of day for a while and need a recycle. I expect to see Jonesy's thermite paper any time now. It is a favorite of mine.
Originally posted by GenRadek
reply to post by andersensrm
Which part?
i do believe that we were not told the whole truth about 9/11. But the BS the Truth Movement is shoveling is not it. I do believe that our govt F^*&ed up royal and dropped the ball on this one. They are not being honest about the intel failures, the red tape BS, inter-agency rivalry, incompetence on all levels, etc etc etc. THAT is where I want to see heads roll. Who wants to admit that because of them leaving an important memo underneath a pizza box in his office, covered in pop, ended up allowing the worst attack on US soil since Pearl Harbor? Incompetence and stupidity is far more probable than secret demolition charges planted by ninja demo crews and no planes with holograms and thermites brought down the WTC to cover up (insert evil plot here) etc etc etc.
OK then please explain to me how sagging trusses can pull in columns? I can't, and I can guarantee you can't either. Don't forget to explain why you think 5/8th and 1" bolts are stronger than massive box columns.
The so called bowing is not trusses sagging, that I know. If it's not the cladding bowing inwards, then there has to be another explanation.
If this is all the evidence you have of sagging trusses...
It's not very convincing. There are other possible explanations, but of course you don't want to pursue that do you? You are only interested in what appears to support the OS.
Originally posted by samkent
Here we go again.
The sagging trusses have been explained to you many times.
The bolts is a very easy one. Shear strength. Bolts have a rating stamped into the heads. The ones you get from Home Depot have a very low rating. I can’t tell you how many I have torn in two. They didn’t snap because they are so weak. On the flip side think lug nuts. We have all stood on a tire wrench trying to loosen that one darn nut on the side of the road. But they rarely break. Anyone who works with metal will tell you it’s very common to have the metal tears before the bolts snap.
We don’t mind talking to you about other explanations. If you only had one shred of proven evidence to base your explanation on.
Originally posted by ANOK
No it hasn't.
Originally posted by RadioactiveRob
Junk thread. If I could -1 star and -1 flag it I would.
Originally posted by DrEugeneFixer
Originally posted by ANOKIs there any proof the deflection was 55"?
Well it was more than a foot, I hope we can all agree by looking at the photo.
Originally posted by ANOKI'm just looking for answers, the aluminum cladding bowing in makes more sense.
The aluminum cladding bowing inward independently of the steel frame makes no sense at all. I can demonstrate this in THREE ways.
1. There isn't enough space between the cladding and the steel for such a deflection to take place. As shown below, the distance between the cladding and the steel is much less than the overall thickness of the columns.
This fact is visible in drawings of the columns:
It is also obvious from photographs....
If you won't believe those, please show an example of a building with a comparable metal cladding that is somehow fastened far away from the structure.
And, the deflection visible in photographs is greater than this, by far....
Therefore, the observed bowing of perimeter columns cannot be explained by aluminum cladding bowing independently of the steel structure.
2. (a completely independent SECOND PROOF)
The Cladding on the columns was installed in lengths corresponding to a single story.
Here, you can see it being installed by workers standing inside the towers....
I'm going to assert that each single one of these pieces of cladding were attached to the columns behind them in at least one single place. If it were not so, the cladding would flap in the breeze!
Given the length of the cladding pieces, and the fact that they are each attached to the building frame, the bowing observed in many photos cannot be explained without bowing of the columns, because the observed bowing takes place over several stories of the building. the multiple segments of cladding involved cannot possibly bow in this manner unless the steel under them is bowing.
3. A THIRD completely independent proof.
Some force must have caused the visible bowing of the cladding. If it wasn't being pulled in by the steel structure, then what the hell was it?
It can't be buckling (use a technical dictionary if you're not sure of this word) independent of the steel, because even if overloaded (and this is pretty much excluded by design) the individual segments of cladding would be bowing over their own length at most, not somehow coordinating a 'group buckling' over several stories.
This also excludes any possible differential thermal expansion of the cladding (which should not happen anyway), because in that case we should also observe the "tincanning" over the length of a single story piece of cladding.
It wasn't the wind, my friends.
There are NO plausible forces that could cause the observed bowing, except the bowing of the steel structure attached to the cladding.
There, you have been proven incorrect on the cladding issue in three separate ways. I'm going to go ahead and link to this in my signature in case this issue ever comes up again.
You can thank me later.
There are NO plausible forces that could cause the observed bowing, except the bowing of the steel structure attached to the cladding.
Please note the "need" for people to add a "soundtrack". Also please note that one particularly adept Internet user has his video popping up on YouTube first, when conducting a search at that site.....username "JohnDoeXLC" is none other than Rob Balsamo....yeah, that guy.....