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Although its unscientific nonsenes, in no way that link supports your claim that a building can not collapse through the "path of most resistance". In fact, verniage demolition completely debunks that notion.
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Though they get stuck on explaining how the collapse would arrest after x floors. You will see explanations like "its common sense" or "its basic physics" but you will never see actual models or calculations. To a laymen that may seem insignificant, but to someone who is versed in the sciences its one huge red flag.
Originally posted by -PLB-
reply to post by whatsecret
That is why the towes did not collapse symatrically and created such chaos. It was not a controled demolition.
A building collapse is always straight down, unless something is blocking it and preventing it from going straigh down. I have asked people many times on this forum to show the model or physics that show that this bloking must have existed in case of the WTC buildings. Without any exception the answer always is a oneliner like "3rd law", "simple physics", "common sense".
Something that always seems to be missed is that once one section of the building is no longer physically connected to the other, structural integrity is lost. The columns that were once carring all the weignt can no longer do their job because the are not longer attached to the load. Its like puting two stool on top of each other leg to leg. Once you move the top stool a couple of inches the path of the supporting legs is disturbed and it will fall down. Of course in the WTC a lot more happened but it must be clear that you can not explain it away with a oneliner. You need to show solid physics.
Originally posted by Another_Nut
Now appy that to the wtc1 and 2 . They had an entire structure( the "spires") preventing its straight down motion
Originally posted by Alfie1
It didn't collapse at freefall speed :-
Nor did it fall in its own footprint. It damaged adjacent buildings.
At 11 years plus it is really far too late to keep posting this old long debunked stuff.
Originally posted by -PLB-
Originally posted by Another_Nut
Now appy that to the wtc1 and 2 . They had an entire structure( the "spires") preventing its straight down motion
The core was not a single block. It was made of "stool legs".
Using only paper, straws, tape and paper clips, they create structures that can support the weight of at least one textbook. In their first attempts to build the structures, they build whatever comes to mind. For the second trial, they examine examples of successful buildings from history and try again.
That is why the towes did not collapse symatrically and created such chaos. It was not a controled demolition.
In Japan alone there are 797 skyscrapers over 100 metres tall, around 150 of which will be between 30 and 40 years old in the next decade, says Ichihara. This has historically been the age when such buildings are earmarked for demolition, but conventional methods are not suitable for such tall skyscrapers.
Originally posted by -PLB-
reply to post by ANOK
So how do you explain that a significant part of the core was still standing after the rest had collapsed if the core acted as a single block? Can you also source your claim that the columns were cross braced?
Originally posted by -PLB-
reply to post by ANOK
So how do you explain that a significant part of the core was still standing after the rest had collapsed if the core acted as a single block? Can you also source your claim that the columns were cross braced?
Originally posted by -PLB-
reply to post by Another_Nut
Show me your model including those blocks, and show on what data you base your model of these blocks, and show how they should have made the collapse as we saw it impossible. It seems to me you are just making this up as you go in order to make it suit your preconceived idea.
Originally posted by ANOK
Only one corner of the core was left standing for a short time. Obviously there was some external energy acting on the core that ripped it too shreds, eh?
Of course the columns were cross braced. How is that even in question?
Cross bracing clearly visible. It's a common form of structure for steel, vertical columns with cross bracing.
edit on 4/15/2013 by ANOK because: (no reason given)
Originally posted by DeeKlassified
It seems you guys have an answer for everything! How convenient that had 'no water'! I find that very hard to believe that considering how close they were to many water sources!
Can you provide me with some interviews with some of the 4,000 occupants that were evactuated from WTC7 that day? How come we don't have WTC7 occupants telling their story? 4000 of them and none want to talk about that day?!
You say "the fire commander gave the order to pull" pull what exactly? No men were inside WTC7 or attempting to put the small fires out, (for some strange reason!), so what is there to 'pull'?
Typical so called debunker saying things like:
So now, are you suggesting the NYFD commander is in charge of explosive demolition of massive structures and he blew up WTC7? is this what you believe?
Which you know full well I never said anything of the sort! You debunkers are either very stupid, or just trolling, certainly not here to really debate 9/11.
Originally posted by -PLB-
Originally posted by ANOK
Only one corner of the core was left standing for a short time. Obviously there was some external energy acting on the core that ripped it too shreds, eh?
Only one corner? Source?
Did you figure out yet that gravity is an external force? Did you read the links from NASA I gave you some time ago? Or still ignoring?
Of course the columns were cross braced. How is that even in question?
Cross bracing clearly visible. It's a common form of structure for steel, vertical columns with cross bracing.
edit on 4/15/2013 by ANOK because: (no reason given)
I only see a couple of columns with cross braces. How does that make the core a "block"?
And the cross braces seems to be way smaller than the columns. Yet you seem to think they would be as strong as the columns (which were orthgonal to the load, which is the optimal direction) when they have to endure a top section falling on them.
Like Anothernut, you making this up as you go in order to make it suit your preconceived idea. You have absolutely nothing to base anything you say on. No model, no physics, nada.
Originally posted by Another_Nut
I will again point you to the spire thread where me and dreugene . Discuss crossbracing and he agrees that any cross bracing would affect the rigidity and he would have to think on it.
I again ask you why don't you apply your statement above concerning red flags to the nist report? Do you not see any major red flags?