The Great Thermate Debate


Sure, I'll just download it. :rolleyes:


Robertson was hired by Skilling. He was not made partner until 15 years later. John Skilling appears, by all accounts, to have an exemplary reputation in his field. I couldn't care less what Glanz and Lipton crapped up.

http://www.britannica.com/EBchecked/.../John-Skilling

http://www.djc.com/special/century/skilling.html

JOHN B. SKILLING 1921–1998 Elected in 1965 “Pioneering building engineer.” BY WILLIAM J. BAIN, JR. SUBMITTED BY THE NAE HOME SECRETARY J OHN B. SKILLING was one of the greatest men I have known—a legendary structural engineer, a lyrical designer, and one of the top conceptual skyscraper engineers in the world. In the 1960s, E ngineering News-Record ( ENR) called him the prototype of the modern structural engineer. Years later, mainstream media dubbed him the Man of Steel.

... joined the structural engineering firm of W. H. Witt Company, where he was made a partner after just three years. ... the company was responsible for the structural engineering of more than 1,000 buildings in 36 states and 16 countries, garnering more than 85 awards for excellence in structural design. According to Who’s Who in Engineering (1998), John was “personally responsible for the structural design of many of the most significant structures in the U.S.” These structures included more than 75 high-rise buildings (four of the world’s 10 tallest at the time) and more than 40 long-span structures. Early projects included the IBM Building (1963) in Pittsburgh, the first exterior-space-frame office building and the first building to use 100,000 psi high-strength steel. For the Seafirst Headquarters Building (1969) in Seattle, John used a Vierendeel truss to form the exterior walls. All loads were carried by the four corner columns and the central elevator core, which left flexible spaces on the upper floor interiors that were free of columns and open, uninterrupted entrances to the building from the plaza. These engineering innovations plus the original structural design of Seattle’s IBM Building (1964) led to receiving the commission to engineer the quarter-mile-high twin towers of the New York World Trade Center (1972).
. . .

Throughout his career, John received formal recognition from many leading organizations in his field, as well as from the city of Seattle. In 1965, he was the first structural engineer ever to be elected a member of NAE. The following year, ENR named him Construction Man of the Year. My own profession awarded him the American Institute of Architects (AIA) prestigious Allied Professions Medal, as well as an honorary membership in the AIA Seattle chapter. John was named Engineer of the Year three times—by the Consulting Engineers Council of Washington (now ACEC), by the Structural Engineers Association of Washington, and by the Washington Society of Professional Engineers. He also shared an American Iron and Steel Institute Design in Steel Award with Minoru Yamasaki and Perry Johanson. John owned 13 patents related to railcar suspension. Seattle Mayor Norm Rice declared June 3, 1994, John Skilling Day. In addition to his membership in NAE, John was affiliated with many organizations including American Society of Civil Engineers (Fellow); American Concrete Institute (ACI); ACI Committee on Shell Construction; American Institute of Steel Construction; International Association for Bridge and Structural Engineering; International Association for Shell and Spatial Structures; National Research Council Building Research Advisory Board; Seismic Design Committee, National Academy of Engineering; Society of American Military Engineers; and Structural Engineers Association of Washington. John was the most positive, solution-oriented engineer I have ever met. No matter how difficult the problem, he always thought that somehow an effective design solution could be worked out.
 
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You've got to be kidding me. So now you're saying there were a few thousand RF receivers (which magically vanished) that somehow managed to all get the signal at the same time, throughout an entire building? I barely get cell phone reception in my cubicle and I'm 3 feet from a window.

worse....they would have to be 1970s RXs (ie BIG and unreliable) if they were installed when the building was built.....and how were they powered.....do you imagine no one noticed all the power cords for 30 years?:jaw-dropp
 
Sure, I'll just download it. :rolleyes:


Robertson was hired by Skilling. He was not made partner until 15 years later. John Skilling appears, by all accounts, to have an exemplary reputation in his field. I couldn't care less what Glanz and Lipton crapped up.




. . .

Well you quoted from it..a few posts ago. Oh that right you are not addressing the works of Skiling, The port authority engineers or Robertson. All you are doing is making a call to authority.

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Seems to be Robertson's word against Skilling's. How convenient for Robertson to be able to say things about a dead guy. We've seen errors before in Glanz and Lipton. They're simply taking Robertson, Skilling's hireling's, recollection of things at face value.

Is this all you have? It looks like my references way outnumber yours. So I'm just going to re-post what was said by Skilling for the benefit of those who might be misled:

"Our analysis indicated the biggest problem would be the fact that all the fuel (from the airplane) would dump into the building. There would be a horrendous fire. A lot of people would be killed," he said. "The building structure would still be there."

Skilling - a recognized expert in tall buildings - doesn't think a single 200-pound car bomb would topple or do major structural damage to a Trade Center tower. The supporting columns are closely spaced and even if several were disabled, the others would carry the load.

"However," he added, "I'm not saying that properly applied explosives - shaped explosives - of that magnitude could not do a tremendous amount of damage."
 
"Our analysis indicated the biggest problem would be the fact that all the fuel (from the airplane) would dump into the building. There would be a horrendous fire. A lot of people would be killed," he said. "The building structure would still be there."
The analysis that he can't provide nor reproduce. Strange...

"However," he added, "I'm not saying that properly applied explosives - shaped explosives - of that magnitude could not do a tremendous amount of damage."

Sure explosives could. So could a wrecking ball. So could midgets with sledgehammers. So could aliens. So could an airplane crash and the resulting fires.

Which one do we have evidence for?
 
Seems to be Robertson's word against Skilling's. How convenient for Robertson to be able to say things about a dead guy. We've seen errors before in Glanz and Lipton. They're simply taking Robertson, Skilling's hireling's, recollection of things at face value.

Is this all you have? It looks like my references way outnumber yours. So I'm just going to re-post what was said by Skilling for the benefit of those who might be misled:

You're spinning your wheels in the muck; Robertson did the study, not Skillings. And the study wasn't very comprehensive, not very surprising since they didn't have the means to calculate the intricacies of fire behavior as we do nowadays.

It was the early 1960's. Are you aware how far computing has come in 50 years? Apparently not. The recent NIST reports and Purdue studies used far more sophisticated models not available 50 years ago. They supersede the incomplete work of the past.
 
It's not just a matter of the 'word' of two people. it's about the math and physics.

Truthers lose badly when they argue physics, so they argue against the person instead, as you have done. Oh well...
 
Seems to be Robertson's word against Skilling's. How convenient for Robertson to be able to say things about a dead guy. We've seen errors before in Glanz and Lipton. They're simply taking Robertson, Skilling's hireling's, recollection of things at face value.

Is this all you have? It looks like my references way outnumber yours. So I'm just going to re-post what was said by Skilling for the benefit of those who might be misled:
Oops, that is only valid for a 180 mph impact. Darn, you failed. Both Skilling and Robertson agree on the 180 mph as a design point for impact. You failed, exactly like your skills in physics.

You have zero references for your claims, and you posted proof Robertson was a chief structural engineer on the WTC. Double fail.

Too bad you can't do physics to understand why impacts with 7 to 11 times more kinetic energy are significant. No wonder you have failed to understand 911 for over 9 years. You can't do rational research, or physics. It seems the harder you try, the more google research you do, the dumber your posts get.

E=1/2mv2 Go ahead plug in the numbers and learn why speed kills...
 
so now we are sure YOU KNOW NOTHING ABOUT RF CD

you loose :)

Wrong quiz kid.....you have no idea who you are talking to.

:)....I know more about that topic then you ever will....

Oh and big red font doesn't make your ideas any less moronic....

typical empty skepticism, do some research yourself before taking any voice. You loose again.

Neither does big magenta font......

9 years of FAIL....lets go for 10! :)
 
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Oops, that is only valid for a 180 mph impact. Darn, you failed. Both Skilling and Robertson agree on the 180 mph as a design point for impact. You failed, exactly like your skills in physics.

You have zero references for your claims, and you posted proof Robertson was a chief structural engineer on the WTC. Double fail.

Too bad you can't do physics to understand why impacts with 7 to 11 times more kinetic energy are significant. No wonder you have failed to understand 911 for over 9 years. You can't do rational research, or physics. It seems the harder you try, the more google research you do, the dumber your posts get.

E=1/2mv2 Go ahead plug in the numbers and learn why speed kills...


Beachnut please!

Truthers don't deal in those crazy mathematical calculations or physics.....all they need is their "common sense" and cherry picked quotes....

Math and physics are for chumps!
 
Why do people use "loose" when they mean "Lose".

The words have quite different meanings......
Some people are just illiterate. Some people combine illiteracy with innumeracy. Some people combine both with scientific illiteracy. People who combine all three forms of incompetence are likely to have illusions of superiority.

This subforum encourages those people to express their illusions.
 
Hold on why do people insist that there would have to be charges thermitic or not planetd everywhere according to you guys and the OCT all you would have to do is rigg the area of the building where the plane went in about ten floors blow the charges dropping the upper section onto the lower section and then you have yourself a gravity driven crush down type demolition

Are you the same person who used to post as "the critta" at Topix.com?

If so, I've explained this to you more than once.

BTW, Steven Jones disagrees with you. He has said explicitly that "thermite, or thermate, or thermite, or nanothermite, or superthermite, or thermite with lots of silent high explosives" would have been needed "on every, or every other, floor, all the way dowm."

this is why i believe a demolition of the wtc twin towers wouldnt not be so hard after all anyway that deals with issue of idiots running everywhere through the towers planted charges and risking getting busted anyone noticing and you could always wrap the charges in fire proofing material to stop any premature detonations, and why risk using remote detonators when you could rig the charges with some sort of timer to go off at a set time in precise manner.

And according to "Twoofer Theory", the timing is impossible.

The columns, even the 5" thick ones, would have to be cut within about 0.02 seconds of each other on every floor. And sequenced with all the other cuts, on all the floors above & below, within the same tolerance.

And by the way the video does demonstrate that horizontal cuts are possible with thermite look at the inside of the box column he constructed even the normal thermite almost cut through it when it exploded, the only problem is you would need thermite with more of a bang to cut all the way through and that where explosive nanothermite comes into play a more potent form of thermite as so to say.

Do it with 3' x 4' x 5" thick box columns & I'll be impressed.

Now explain why none of all the cludgy apparatus that this guy has contrived was found in the rubble. Please explain why none of the dogs, many of whom were trained to alert on thermite, did so.

BTW, what's the purpose? Do you suggest that merely flying the planes into the towers without them collapsing will be inconsequential? forgettable?

UBL himself said that he didn't expect the towers to collapse. But he thought the hateful, despicable, murderous act was still a spiffy thing to do.

See anythings possible.

No. "Anything" is not possible.


tk


PS. Your writing style (no punctuation, no capitals, no sentence structure) suggests a teenager. What is your background? I'd very strongly suspect it includes zero engineering experience.

Do you also feel competent to tell surgeons how to operate?
Pilots how to fly planes?
Engineers how to build bridges?
 
He self debunked by just positing the notion of incendiaries only in the failure/collapse initiation zones. He's forgetting that the steel from those areas on the towers were recovered, studied, and documented in NCSTAR 1-3B and C, and that none of it shows any signs of incendiaries use at all. On the contrary, they only shows signs of having been damaged by either the impacts or the fires, and then distorted via mechanical force, which is exactly what you'd expect from a collapse based on failures due to the fires and load shifts around the directly impacted areas.
 
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Can any of you show steel shattering when gently heated to far below its melting point?

I'm not going to waste any time with you.

Steel doesn't shatter under any of the conditions pertinent to 9/11.
Steel was not turned into dust. Ceiling tiles, wall boards, and a small percent of the concrete was.
ALL of the steel was accounted for. As steel girders. It was loaded onto trucks, that were weighed, and transported to Fresh Kills land fill.

Steel can fail in a number of ways, but it is always due to stress. The specific stress level is variable, depending on the many factors including type of stress (tension, compression, shear, etc), temperature, type of steel, etc.

The fire temps did not DIRECTLY weaken the steel enough to cause the collapse.

Creep vs stress level vs temperature

Journal of Engineering Mechanics ASCE , Vol. 134 (2008)
What Did and Did not Cause Collapse of WTC Twin Towers in New York
Zdenek P. Bazant, Jia-Liang Le, Frank R. Greening and David B. Benson

BLGB said:
Page 2:

"But are high steel temperatures really necessary to explain collapse?

Not really.

... The tests by NIST (2005, part NCSTAR 1-3D, p. 135, Fig. 6-6) showed that, at temperatures 150° C, 250° C and 350° C, the yield strength of the steel used in the fire stories decreased by 12%, 19% and 25%, respectively.

Reducing the yield strength of those columns by that amount is not sufficient to cause the collapse. Reducing the yield strength of an otherwise intact, aligned structure is typically what happens in a fire. This is why fire alone does not usually cause steel buildings to collapse. (Aided by insulation & fire fighting, of course.)

However, in the case of the WTC, reduced yield strength of an otherwise aligned building is not all that happened. This is why the physical damage of the planes' impacts is crucial to understanding what did happen.

The fire temps did INDIRECTLY lead to the collapse of the buildings. The factors that led to the excessive stress level was creep, which has been proven to happen, when the steel is exposed to high stress levels, at very low temperatures (depending on stress levels, as low as 150°C.) The physical damage led to excessive stresses, which led to creep, which led to higher stresses, which led to more creep, which led to even higher stresses, etc. A fatal positive feedback loop.

BLGB said:
... These effects of heating are further documented by the recent fire tests of Zeng et al.(2003), which showed that structural steel columns under a sustained load of 50% to 70% of their cold strength collapse when heated to 250° C.

... Nevertheless, it can easily be explained that the stress in some surviving columns most likely exceeded 88% of their cold strength S0 . In that case, any steel temperature ≥150° C sufficed to trigger the viscoplastic buckling of columns (Bazant and Le 2008). This conclusion is further supported by simple calculations showing that if, for instance, the column load is raised at temperature 250° C from 0.3Pt to 0.9Pt (where Pt = failure load = tangent modulus load), the critical time of creep buckling ... gets shortened from 2400 hours to 1 hour ...

Therefore, to decide whether the gravity-driven progressive collapse is the correct explanation, the temperature level alone is irrelevant (Bazant and Le 2008). It is meaningless and a waste of time to argue about it without calculating the stresses in columns. For low stress, high temperature is necessary to cause collapse, but for high enough stress, even a modestly elevated temperature will cause it."

You've demonstrated zero understanding of rudimentary mechanical engineering or material science.

You should stick to performance art & coloring books.

Which is exactly what I expect all this nonsense, leading up to your alleged Dec. 1 "revelation" is all about.

Nothing of any substance. Just frivolous theater and self-indulgence.

And massive disrespect to many thousands of serious people who gave great effort & great service to this country in figuring out what really happened on 9/11.
 
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Thermite/Thermate was only put up to account for theabsence of the usual explosions and sounds of a controlled demolition.

Thermite/Thermate has never been used in the controlled demolition of a building.

It isn't explosive, it's hard to ignite and when it burns the liquid iron product of its combustion flows due to gravity.

It is also still present after the reaction has finished. It doesn't turn to gas like an explosive does.

WHy do the Truthers insist on this stupid Thermite/Thermate idea?
 
Thermite/Thermate was only put up to account for theabsence of the usual explosions and sounds of a controlled demolition.

Thermite/Thermate has never been used in the controlled demolition of a building.

It isn't explosive, it's hard to ignite and when it burns the liquid iron product of its combustion flows due to gravity.

It is also still present after the reaction has finished. It doesn't turn to gas like an explosive does.

WHy do the Truthers insist on this stupid Thermite/Thermate idea?

Explain the micro-spheres in the WTC dust?

MM
 

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