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could some of the Os supporters show one example of a symmetrical collapse of any steel structure that has come down in such a fashion....
Originally posted by MountainLaurel
reply to post by GenRadek
I find it interesting that you use the example of a thread unraveling a shirt.....which meets with resistance, unlike the collapse of 3 buildings that should have behaved differently given the level of damage. Do you believe all these experts are wrong? Why do you believe this? I provided some crediable evidence to support why I don't believe the OS, can you produce evidence that contradicts them?
verinage is a controlled demolition
Originally posted by OtherSideOfTheCoin
I personally believe the official story, I have my evidence as to why I believe it to be true if I engage in a debate on 9/11 with a “truther” I will present my reasons for by believe but if Mr. Truther does not want to believe what I have to say then I really don’t care. It makes no difference to me if he chooses to bath in pool of what I perceive to be as ignorance. Likewise if one takes a conspiracy view of 9/11 why does it matter to you that I say I hold a different opinion than you despite you showing me your evidence. Why do we need to then get into these petty arguments where we accuse each other of lying, being stupid, flaming posts and resorting to bully tactics such as all ganging up on the truther or OSer.
I want something new from the OS side...instead of the same rehashing...
Originally posted by MountainLaurel
reply to post by exponent
The problem I find with your logic is saying that prior to researching the facts of 9-11 many already had formed a strong opinion that the OS was a lie. For myself, I approached the subject with an open mind, but the evidence is so overwelming that this was an "inside" job, and I honestly have a difficult time comprehending how any reasonable person could see it otherwise...
Originally posted by ANOK
Tension? Really? You have explained nothing to me mate.
Tension has nothing to do with sagging trusses pulling in columns.
Please answer these questions...
How does a sagging truss put any tension on anything?
IF what you say is true then why didn't the 1" and 5/8" bolts fail first, or even the truss itself? Do you think the bolts, and truss, could take more tension than the columns?
If you truly understand the physics involved in building collapses, you should understand the relevance of this vid, and why it demonstrates the impossibility of sagging trusses pulling in columns by catenary action, or tension.
Originally posted by samkent
But it shows what happens when you lose the strucural integrity.
Originally posted by exponent
It's the same as the last time you claimed this, and the time before, and the time before. A truss fully sagging is a catenary. A catenary is purely in tension. The papers I linked you both discussed this but you refused to read them.
All truss elements are under tension, tension transmits through the top chord to the bolted connections. Same as last time you claimed this.
Yes they could, trusses only exerted a limited force individually but worked together to pull in the outer walls. Some trusses did break bolts, some whole floor sections disconnected. Doesn't change the evidence for it and the illogical nature of your claim. Same as last time you claimed this.
I understand that video just fine. It demonstrates a restrained frame undergoing a sudden shift into massive tension. The frame is made of a very inelastic material and it survives. Same as last time you claimed this.
Why wouldn't you read the two papers I linked you that described exactly the configuration in the towers and their experimentation with modelling these configurations? Is a youtube video good enough but peer reviewed papers from noted structural engineering schools not?
Stop using a double standard please.
Originally posted by ANOK
Yes the same answer to the same claim you keep making over and over again. See how that works?
So how does that cause the sagging truss to pull in the columns? If it is sagging then it cannot put any more tension on the columns than it did in it's normal state.
When steel is heated it expands. That expansion has to go somewhere. If it is pinned, in tension, between two unmovable points it cannot expand outwards, so it sags. If it cannot push the columns out it will not pull them in either. All the tension is taken up in the SAGGING.
There is no way that the trusses could put enough of a pulling force on the columns to move them, as I just explained. The bolts would be a far more weak point than the columns, in fact the trusses themselves would be more likely to fail before the columns.
No you didn't understand the point of the vid. Maybe you do now I've explained it?
Because I already read everything you offer. You have nothing new. If there is a point you want to make, make it.
I make my points, I don't give you stuff to read with no clue as to your point. You are not debating, you're basically saying I don't believe you because I read this.
Well, just read the first link you provided, and isn't it interesting that other then saying they would investigate building 7 ...No mention is made in the rest of the report....total double speak.
you asked I provided engineers, and very crediable experts in this field.....1000's actually and you just completely disreguard it...I say nonsense......but I will give you the respect to read through all you provided, your response indicates to me you did not do the same.....
Originally posted by GenRadek