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Originally posted by Pootie
I am wondering if Griff or LaBtop may be able to talk a little about "galvanic corrosion" and if this damage is possible.
Originally posted by Pootie
Here is a related ATS thread:
www.abovetopsecret.com...
Originally posted by esdad71
I was not trying to make a connection between the lower floors and the collapse, I was imiplying that if there was the degradation at the bottom, there may have been some up higher that was not seem.
Originally posted by shots
Which is a conspiracy site. Now come up with a site that is an official government site the uses the name of the project
Originally posted by Griff
Galvanic corrosion occurs when the metals touch. In my line of work, we get this alot with rain gutters being steel (stainless) and aluminum copings. All we do is place resin paper or waterproofing material between them so they don't touch.
I'm starting to believe that the towers were constructed shotty and that helped fell them.
Originally posted by esdad71
What I am trying to get across is that if part of the building was damaged when it should not have bene, what other parts were not built or operating properly that were unknown, or that were concealed.
Finally, I received a 'blocked call' from a 2-star General with US Army intelligence, who instructed me as to how to file my statements as an 'apostle' document at the Hague. He said, "otherwise, you are very close to being killed, as this story has come to our attention, in the Intelligence Department!"
Originally posted by elevatedone
I doubt a two start General would threaten to kill someone over the telephone....
Originally posted by Pootie
Originally posted by elevatedone
The buildings were old and "in danger"... so when the airplanes hit them, it caused enough damage to cause them to fall.
That is NOT the implication at all and I believe you are smart enough to see that.
The implication is that:
1. The buildings were not structurally sound.
2. They needed to be decommissioned/take down.
3. The only way to take them down would cost billions of dollars as they would need to be disassembled. Explosive demolition would not be allowed. Scaffolds would be built to surround the structures and they would be taken down piece by piece.
4. An easier and cheaper way to bring them down was found.
Originally posted by shots
I also find it od that he would say decommissioned. What does he think the buildings were battle ships or something?
Over the years, the process known as 'galvanic corrosion' had structurally degraded these buildings beyond repair.
Originally posted by esdad71
1. Okay, they were not structurally sound.
Originally posted by esdad71
2. They needed to be decommissioned, which in this case was for repairs. They needed to build the scaffold to correct the towers, not bring them down. Besides, this was 12 years before 9/11. You would have done better to tie it to the bombing in 93.
Originally posted by esdad71
3. There was no need to take them down, but to reapir them. The scaffolds were to be built to protect the people below. If you have ever waljed down a street in NYC you would know what I mean.
Originally posted by esdad71
4. There was no easier way to take them down. IMprovements were made after the 93 bombing, so why did they not take them down then?
Originally posted by esdad71
To me, this is another 'Northwoods' document, something that existed, did not come to pass and is used to push a propaganda that the towers were destroyed by the government.
Originally posted by jblaze
If that is the case, Are WTC 1, 2 & 7 the only buildings to be susceptible to this "phenomena"? That is preposterous.
...aluminum had not yet been tested as a combination-layered structural material in this type of application.
The exterior Aluminum panels were designed to meet an unusual set of technical specifications. Those criteria were published in various trade-periodicals at that time. This information has not been released by NIST, or otherwise been widely discussed of late. We know that this material was custom manufactured to exacting specifications.
Typical examples from that era had similar alloy compositions, though none were exactly the same as we use today. By varying the percentages of Silica and Alumina, and lesser quantities of Nickel, Tin and Zinc, this material appeared to meet their needs. (I felt it with my hand, and I have handled dozens of unique samples at dad's request.) Uniquely, I thought it had a very coarse-substrate,(6-8g) as though it were cast, but otherwise it appears to have been an extruded profile with a smooth outer finish, having a good-quality brushed sheen. It literally appeared to be brand-new, and far more durable that any of your contemporary aluminum-laminates, such as "Aluccabond I, and II."
This was formally stated as the key to creating an "elastic membrane," that much I remembered as my project began. Materials experts will attest that the entire composition qualities are important to the integrity of this compound.The 'clear,' electro-metallic plating, (then unproven,) may have contained Sulfur, and was pronounced to have; "effectively prevented oxidization and withstanding the elements, performing better than anyone had expected, over time." -(Architectural Record.)
Special 'elasticity' requirements were weighed against the shear-resistance as required to support the vertical, and lateral loads. Experts did not know what alloy mix would ultimately provide the best solution at the time the project was put out to bids. They had certainly evaluated the known "inter-granular corrosion," statistical guidelines, yet this material had never been subjected to this extreme application for civilian use. I had followed some of this in the trade-journals at the time. Choosing the right mixture was sort of a work in progress right up to the final days before the delivery due date. Certainly today's composites exhibit increased qualities in every regard. However, I will cite this photo example from NIST, because it may well be idemnical to the cause, and it certainly serves as an effective visual aid.
Originally posted by Pootie
Correct... They would have been considered "unsafe for occupancy" some time in the next decade according to the affidavit.
Anyone have any way to find rental/lease records for the towers and how full they were on average throughout the final years? That would settle this altogether.