It looks like you're using an Ad Blocker.
Please white-list or disable AboveTopSecret.com in your ad-blocking tool.
Thank you.
Some features of ATS will be disabled while you continue to use an ad-blocker.
First off your rambling makes no sense.
Yes of course it was still attached, that pretty much proves your 'pancake collapse' wrong right there.
Once the top section started to tilt and rotate there was nothing that should have caused the building under it to start to collapse faster then the top was tilting. The floors under the top section were undamaged, there is nothing that would have cause the bottom to fall, without an external energy acting on it
i.e. explosives of some kind. It wasn't the top crushing the rest of the building, which is what you believe, no? The top section, as you pointed out, was still attached, so it didn't 'drop' on the lower undamaged floor. Which it couldn't do anyway because it was falling to one side and not sitting true.
Whatever way you look at this, without the help of explosives of some kind, it defied physics.
Originally posted by Griff
Originally posted by himselfe
reply to post by Griff
If the intention is for the collapse to be initiated from the point of impact what benefit would planting explosives in the basement have?
You just need to take out the core anywhere below impact and they would have initiated collapse in the impact zones. With the transfer truss still attached, any loss of structural strength in the core would have redistributed the load onto the exterior, which (with plane damage) wouldn't be able to resist the load. Remember that load in a column runs it's entire length. And we all know that chains break at the weakest link. The impact zones.
Plus, why not get the added load of an entire core column missing? If they just severed the core at say the first mechanical floor, you still have the intact core columns beneath them. If you sever the core at the base, there's nothing holding it up.
I know people are going to say that there were core columns still standing. My contention is that they didn't need to sever all the columns.
Whatever way you look at this, without the help of explosives of some kind, it defied physics.
And don't bring up the fires, we already know they were not hot enough to cause the steel to fail.
7a. How could the steel have melted if the fires in the WTC towers weren’t hot enough to do so?
OR
7b. Since the melting point of steel is about 2,700 degrees Fahrenheit, the temperature of jet fuel fires does not exceed 1,800 degrees Fahrenheit and Underwriters Laboratories (UL) certified the steel in the WTC towers to 2,000 degrees Fahrenheit for six hours, how could fires have impacted the steel enough to bring down the WTC towers?
In no instance did NIST report that steel in the WTC towers melted due to the fires. The melting point of steel is about 1,500 degrees Celsius (2,800 degrees Fahrenheit). Normal building fires and hydrocarbon (e.g., jet fuel) fires generate temperatures up to about 1,100 degrees Celsius (2,000 degrees Fahrenheit). NIST reported maximum upper layer air temperatures of about 1,000 degrees Celsius (1,800 degrees Fahrenheit) in the WTC towers (for example, see NCSTAR 1, Figure 6-36).
However, when bare steel reaches temperatures of 1,000 degrees Celsius, it softens and its strength reduces to roughly 10 percent of its room temperature value. Steel that is unprotected (e.g., if the fireproofing is dislodged) can reach the air temperature within the time period that the fires burned within the towers. Thus, yielding and buckling of the steel members (floor trusses, beams, and both core and exterior columns) with missing fireproofing were expected under the fire intensity and duration determined by NIST for the WTC towers.
UL did not certify any steel as suggested. In fact, in U.S. practice, steel is not certified at all; rather structural assemblies are tested for their fire resistance rating in accordance with a standard procedure such as ASTM E 119 (see NCSTAR 1-6B). That the steel was “certified ... to 2000 degrees Fahrenheit for six hours” is simply not true.
You still haven't explained how the tilt turned into a vertical fall.
You still haven't explained how the top started to tilt in the first place, and the opposite direction of the damage btw.
You still haven't explained the lack of resistance from undamaged floors.
Originally posted by 11 11
The reason you don't see explosions is because the CORE of the WTC's is where the explosives are. The exterior walls of WTC can NOT support the weight of the WTC's, the CORE is what supports the weight.
Structural design
The World Trade Center included many structural engineering innovations in skyscraper design and construction. The towers were designed as framed tube structures. There was a frame of closely-spaced columns tied together by deep spandrel beams along the exterior perimeter. The interior had several columns, all concentrated in the core. Engineer Felix Samuely used a similar concept in his "Mullion wall" buildings in the early 1950s as did Eero Saarinen in his US Embassy, London (1955-60); but these projects were low to medium rise and may not have been influences.
The perimeter columns supported virtually all lateral loads, such as wind loads, Text Red.
You just need to take out the core anywhere below impact and they would have initiated collapse in the impact zones. With the transfer truss still attached, any loss of structural strength in the core would have redistributed the load onto the exterior, which (with plane damage) wouldn't be able to resist the load. Remember that load in a column runs it's entire length. And we all know that chains break at the weakest link. The impact zones.
Plus, why not get the added load of an entire core column missing?
If they just severed the core at say the first mechanical floor, you still have the intact core columns beneath them.
If you sever the core at the base, there's nothing holding it up.
Originally posted by himselfe
There is absolutely no evidence suggesting that any parts of the support structure anywhere on the lower levels was 'taken out' prior to the collapse.
Had critical structure been damaged on lower levels prior to the collapse such damage would have been evident and those levels would have failed long before the collapsing section reached them.
Where do you propose the column went?
NIST have already concluded through science that the energy involved with the momentum of the collapsing section was far greater than the section below could support, there was no need to take out lower floors to ensure that they would collapse.
Exactly! The building isn't a magical anti-gravity device, if you took out the support structure at the base, the building would fail at the base.
Originally posted by Griff
You are not listening to what I am saying or I am not saying it clearly.
A bomb went off in the basement, that I am pretty sure of from known evidence. My hypothesis is that this bomb was used to weaken the core structure.
My theory is that the bomb at the basement went off while the plane impacted the top. Then, later either another basement bomb or three smaller bombs in the mechanical floors (my favorite so far) finished the job of taking out the inner core structure. This would shift the loads to the outer columns and they would fail at the impact zones. Ask any engineer you find to dispute this. Taking out the core structure from anywhere below the impact zones would cause failure at the impact zones. You can't dispute it. It's engineering logic.
Originally posted by deltaboy
If the inner core were the first to go, then why does videos counter that theory by showing the parts of the core still standing while the outer areas are long gone? The core should have gone down immediately during the collapse.
Originally posted by jfj123
If the lower sections were weakened and the upper sections were not, it would not have collapsed the way it did. There could not have been an explosive at the base based on the video.
You are not listening to what I am saying or I am not saying it clearly.
A bomb went off in the basement, that I am pretty sure of from known evidence. My hypothesis is that this bomb was used to weaken the core structure.
I didn't mean it dissapeared. Depending on how many columns could be taken out without failure, they would add to the weight that is not being held up by the remaining structure.
Could you point to NIST's science then please. I'm hard pressed to find it.
Ask any engineer you find to dispute this.
Taking out the core structure from anywhere below the impact zones would cause failure at the impact zones.
Originally posted by himselfe
Neither, you just aren't citing what you say with any scientific evidence.
It didn't need to happen and there is no evidence to prove that it did, so thinking it did without evidence and the science to back it up serves no purpose other than feeding your lust for conspiracy.
Yeah and guess which part of the building has to bear that load the most.
Everything published by NIST can be found here.
If I wanted a second opinion I'd ask my sister who's an architect.
I don't need to ask a second opinion because I base my judgements on reality and evidence.
It would also cause failure wherever you took out the core structure.
Originally posted by himselfe
The top section did not fall straight off because the parts of the structure that were still attached provided torque and the tilt was hardly defined enough to allow the top section to fall clear of the rest of the building.
Originally posted by 11 11
reply to post by Gorman91
I have answered your question 1000000 times.
www.abovetopsecret.com...
Research would help you a bit.
[edit on 20-8-2007 by 11 11]
Originally posted by Gorman91
It would have waved out. All explosons wave, not gun shot. If they were in the core, a wave would have come out. Sorry, I don't believe you.
Well, since I am a structural engineer, I am citing my own thoughts. Thank you.
A column in architecture and structural engineering is a vertical structural element that transmits, through compression, the weight of the structure above to other structural elements below.
No evidence that there was a bomb in the basement? Ok. I'll give you that. My lust for conspiracy? Obviously you need to read some of my posts.
Exactly. The exterior, which would collapse at the impact (damaged) zones.
Since you are new, the NIST did experimental and computer simulations. Both disagree with their conclusions. How is that scientific?
So, an architect will know more than a structural engineer when it comes to building design and loads? Or would she know more when it comes to designing toilet seats?
I base mine on my experience. Both in college and the real world.
Please explain. Using known engineering principals. Thanks.
True. Instead it disintegrated explosively barely a second after collapse began. Twenty-odd floors, dropping in a coherent mass--for it was still a coherent structure--simply exploded in mid-air. Big grey flower-bloom of destruction with structural members flying outward, some for hundreds of yards.