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Can Physics Rewrite History?

 

A compilation of physical impossibilities & overlooked evidence

in the official explanations for the destruction of the

World Trade Center Complex

 

by C. Thurston

updated 02/08

 

 

This report is divided into the following sections:

 

Introduction

The Structures

Considerations Regarding Fire

Fuel for the Fires

The Tower Impacts

The Official Theories

Dramatic Features of the Destruction that are Ignored by the Official Theories

The Mysterious Collapse of WTC7

Final Considerations and Conclusion

 

 

Introduction:

 

I feel a sense of urgency over this issue because it involves the dangerous influence of a powerful and highly organized, but factually incorrect, set of beliefs that continues to have a strong hold on the minds of many Americans, as well as others around the world. These beliefs inherently create an unconscious mental disconnect from reality, while provoking misdirected feelings of fear and anger. This result has unfortunately been exploited as an opportunity for drastic changes in law and policy that would have been impossible otherwise.

 

I am wary of any important belief — whether it is mine or someone else's — if it is promoted and accepted with little or no substantial verification. I am learning to consider the possibility that a tempting new belief may have been engineered to serve the purposes of others unknown to me.

 

My independent research efforts into this matter are of a volunteer nature and are motivated by a desire to learn the truth about these events. Even if you disagree with my conclusions I hope you can at least share my intentions. This report is primarily intended as an information assist for others who may also be looking into these questions on their own.

 

The information presented here can be easily verified and/or expanded upon with simple internet searches. I have provided many relevant links to good sources of data and analysis on both sides of the issues. Independent research is a healthy exercise for anyone's critical and logical faculties — it is also a profound opportunity to reclaim possession of our understanding and perspective. How can we hope to control our future if our beliefs about the past and the present are the products of deliberate deception?

 

How were three steel frame high-rise structures completely destroyed on 9/11? Many conflicting theories have been put forward, but unlike most of history's unanswered puzzles, the destruction of the WTC Towers and the mysterious collapse of WTC Building 7 are matters of physics. We cannot even begin to define the crime of 9/11 until we have a basic understanding of the physical events that we all witnessed. The consideration of who had the means, motive and opportunity can only begin once we know what actually happened!

 

 

Existing photographic and video evidence that has undisputed authenticity and is a part of the public record presents a number of striking problems with the belief that the airplane impacts initiated a chain of events that ultimately destroyed the Towers, and of course WTC Building 7 was not hit by an airplane.

 

To clearly see these problems, it is helpful to first have a basic understanding of materials behavior and the design of the Towers, and then become aware of the distinct and remarkable features of the events themselves. This report includes a critical evaluation of the leading "official" explanations, followed by an examination of the compelling forensic evidence that is consistently either ignored or misrepresented by these explanations.

 

 

The Structures:

 

Structural steel has been used in the construction of buildings, bridges, towers, etc., for well over 100 years and its characteristics and behavior under adverse conditions have been well tested and analyzed over this long period of time. The greatest risks to modern highrise buildings (apart from military attacks and severe earthquakes) are fire, high winds and accidental airplane collisions. Consequently, the engineering and design of tall buildings must guarantee that they can successfully withstand these adversities.

 

The World Trade Center Towers were the world's tallest buildings when they were officially dedicated on April 4th, 1973. Historic innovations in high-rise design were conceived and implemented in order to safely reach such unprecedented heights.

 

Structural steel buildings up to this time had typically been designed with vertical columns evenly spaced in a grid-like arrangement in order to support the horizontal beams that would carry the floor above. This would be repeated from one floor to the next to create a tall building. One undesirable consequence of this type of design is that the interior office spaces in these buildings are periodically interrupted by the support columns.

 

The Towers were designed using a type of architecture that was relatively new at the time and is referred to as a "tube within a tube." Closely-spaced columns are positioned around the perimeter of the structure while other columns are concentrated in a heavily reinforced central core. The photos below show the dense spacing of the columns that make up the perimeter walls and the relative size of the core structure, which also contained the elevator shafts.

 

 

The office floors were suspended in between with no other vertical support. This provided a column-free office environment and also produced a very strong, flexible and relatively lightweight structure with tremendous sheer strength. The Towers could be 100 stories high and still withstand hurricane force winds and multiple high-speed collisions from large commercial jet aircraft.

 

Engineering News-Record reported in 1964 that the specially manufactured high strength steel perimeter columns had strength significantly greater than the 5 X load requirement of standard building codes, stating that "live loads on these columns can be increased more than 2000% before failure occurs." 

 

From the book City in the Sky (Times Books, Henry Hold and Company, LLC, 2003,  page 133), we're told that the calculations of the engineers working on the Tower design showed that ALL the columns on one side could be cut, along with the two corners and some of the columns on each adjacent side, and the building would still be strong enough to withstand a 100-mile-per-hour wind!

http://911research.wtc7.net/wtc/analysis/design.html

 

Post-9/11 assertions that the Towers were either poorly designed or poorly built do not square with the historic record. They were built to be incredibly strong and were considered to be engineering marvels. John Skilling, the lead designer, won prestigious awards for their design excellence.

 

 

 

Considerations Regarding Fire:

 

1) In order for structural steel to literally melt and change state into a flowing liquid, its internal temperature (as opposed to the surrounding temperature) must be raised to 1538˚C (2800˚F).

 

2) The strength of steel is determined by its internal temperature (regardless of fire temperature) at a given moment. While internal temperature will gradually rise during prolonged exposure to constant high temperature, if the temperature stabilizes, the steel will not continue to weaken as a cumulative effect. As its temperature changes — either up or down — its strength also changes accordingly.

 

3) At high internal temperatures below the melting point, steel can lose its load bearing strength and rigidity and become subject to bending, sagging, etc. Much well documented testing has been done over the years to determine this temperature threshold. The ability to predict the behavior of steel during intense fires is fundamental to its use as a construction material. To summarize the significant consensus of these tests, the strength of steel is reduced to 20% of normal when it reaches an internal temperature of around 720˚C (1328˚F).

 

This is significant because, as mentioned above, standard building design specifications require that structures be able to bear five times their maximum theoretical load (20% = 1/5). This means that even if all the steel in a building reaches an internal temp of 720˚C, the building will still be able to carry its maximum load. Since maximum theoretical loads rarely occur (extremely large crowds of people or concentrations of heavy equipment, for example), the steel temperature in a typical situation could probably go significantly higher before failure would occur.

 

4) Fire tests carried out in the 1990's at the Building Research Establishment test facility at Cardington in Bedfordshire, UK showed that the performance of whole buildings can exceed the performance of its parts, when tested separately. An 8-story closed test structure was subjected to atmospheric temperatures of 1200˚C (2192˚F), causing unprotected steel beams to eventually reach internal temperatures over 1100˚C (2012˚F). This caused deformations in some of the steel, but the structure did not collapse. Keep in mind that real fires in closed spaces cannot be sustained due to oxygen starvation.

http://911research.wtc7.net/mirrors/guardian2/fire/SCI.htm

 

5) In addition to being relatively lightweight in proportion to its strength, one of steel's best qualities and a major reason why it is used so commonly in building construction is its ability to dissipate heat quickly and stand up unscathed in even the worst "towering inferno" conflagrations on record. The steel at the location of a fire within a building will be constantly cooled as the heat is drawn away into the surrounding framework.

 

Open test structures were subjected to prolonged and intense fires of up to 1200˚C (2192˚F) in an international study of structural steel car parks, but internal steel temperatures never reached higher than 360˚C (680˚F).

http://www.corusconstruction.com/

 

Fire temperature and internal steel temperature are NOT the same. This is why meat thermometers were invented. Remember 360˚C for later when we look at the various theories and claims based on the unproven assumption that the Towers "collapsed."

 

6) The Towers were designed to withstand impacts from the largest commercial aircraft that were in use at the time they were built. Contrary to initial reports, the airplanes on 9/11 were not significantly larger than this, and the jet aircraft of those days carried jet fuel just like they do now. Building survival is accomplished through redundancy and dynamic redistribution of loads to the surviving parts of the structure.

 

According to John Skilling, the lead designer of the Twin Towers (from a Seattle Times interview from February 27, 1993), an impact from a Boeing 707 travelling at 600 mph "would result in only local damage" and that “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.” But, he says, “The building structure would still be there.”

http://911research.wtc7.net/wtc/analysis/design.html

 

7) Prior to 9/11 (or since) no steel-frame highrise has ever collapsed from fire. There have been numerous cases of high-rise fires far more severe than those observed on 9/11. Here's a few examples:

 

• Caracas, Venezuela, Oct, 2004, 56 story building burned for 17 hours over 26 floors

• LA, May 1988, 1st Interstate Bank, 62 stories, 5 floors burned for 3.5 hours

• Philadelphia, Feb, 1991, Meridian Plaza, 38 stories, 8 floors burned for 18 hours

• New York, Aug, 1970, New York Plaza, 50 stories, burned for six hours

• Madrid, February 2005, Windsor Bldg, 32 stories, burned for 24 hours, total loss

 


 


All of these fires were true "towering infernos" with dramatic, raging emergent flames bursting out from entire floors of the building through shattered windows. None of these buildings collapsed.

 

8) In 1975, an arson fire burned for three hours in the North Tower, eventually spreading to portions of six floors. 132 firefighters were involved in the effort to bring it under control and the fire captain reported that it was "like fighting a blow torch." The fire began in a wiring closet in the central core area and grew until the flames burst out through the windows on the 11th floor. The steel structure was not damaged by this fire, which was longer lasting and arguably more severe than the fires in the South Tower on 9/11.

http://911research.wtc7.net/wtc/history/fire.html

 

 

Fuel for the Fires:

 

Jet fuel (refined kerosene) is a hydrocarbon and will burn at a maximum temperature of approximately 1000˚C (1832˚F) in an open fire when supplied with unlimited amounts of air (as opposed to pure oxygen). This information is easily available from any physics desk reference. Temperatures are lower if the fire is oxygen-starved, as evidenced by black smoke. Significantly higher temperatures are possible only with forced mixing of pure oxygen.

 

Early reports on 9/11 wildly overestimated the amount of jet fuel involved based on tank capacity. The planes were designed for intercontinental flight, but carried only the fuel needed for their domestic flight plans.

 

It is now acknowledged, even by the government's theories, that most of the jet fuel was consumed in the first few minutes by the huge fireballs at the time of impact. The idea that large pools of jet fuel could be burning for the entire 1-2 hours preceding the Towers' destruction is not consistent with the behavior of a volatile and highly flammable liquid in a high temperature environment. It would have either ignited, or — if inadequate oxygen was available to support combustion — it would have left the building as a vapor along with the smoke. The smell of jet fuel was indeed reported over a wide area. 

 

The burning jet fuel did of course start the fires inside the buildings, which were more severe in the North Tower where more of the jet fuel was carried inside the building. But the jet fuel could not have been a significant ongoing fuel for the fires. Known combustible materials within the buildings (carpets, desks, paper, plastics, etc.) are also mostly hydrocarbon in nature and can produce combustion temperatures no higher than jet fuel. House fires typically produce temperatures in the 500 - 650˚C range.

 

 

The Tower Impacts:

 

1) The airplane impacts were quite dramatic, with the huge fireballs that we all saw over and over again on TV. After the first few minutes, however, we simply had office building fires with some amount of structural damage. Interior damage is hard to determine based on visual evidence. The investigative report released by NIST in 2005 claims that 14-15% of the core columns in each Tower were severed. While sometimes repeated as fact, this is an estimate derived from questionable computer simulations. Even if true, this amount of damage would leave the buildings well within their load-bearing redundancy. More on the NIST Report later. 

 

2) Airplanes are made of aluminum, which is a much lighter and weaker material compared to structural steel. Airplanes may look big and substantial, but they are actually made to be as lightweight as possible. The thickness of their aluminum skin is only 2 mm.

 

3) Both buildings quickly re-stabilized after impact and showed no observable signs of instability or the beginnings of structural failure prior to the sudden onset of their destruction.

 



4) The North Tower, unlike the South Tower, took a direct hit with the airplane completely disappearing inside the building. If the load bearing central core of the building (see construction photos, above) had been severed by the impact of the plane, structural distress would have been evident almost immediately. Apart from the fires, the North Tower remained stable until the sudden onset of destruction, almost two hours after impact.

 

5) The South Tower took a glancing blow at the corner which created a very dramatic fireball, but this apparently did little damage to the structural core (in spite of speculations to the contrary from the NIST report). Less fuel was taken inside the building compared to the North Tower, and people were evacuating from the upper floors through the impact zone via stairwells in the central core area prior to the onset of destruction. The fires were smaller in this Tower, but its destruction occurred first, 56 minutes after impact. Firefighters who reached the 78th floor sky lobby reported only "two pockets of fire."

http://911research.wtc7.net/wtc/analysis/fires/severity.html

 

 

The Official Theories:

 

The destruction of the WTC Towers has been attributed by official investigators, and various "experts" promoted by the mainstream media, primarily to fire — causing one form or another of structural failure leading to "total progressive collapse." While most of these theories allow that impact damage was probably a contributing factor, few have suggested that this damage alone caused the total failure of the buildings.

 

While we look at these so-called "collapse" theories, it must be clearly understood that the use of the word "collapse" is a misnomer. What these theories are REALLY saying is that the upper part of the building above the impact zone CRUSHED the lower undamaged portion of the building. Remember that the structural integrity of the Towers was undiminished below the impact zones and much heavier and stronger materials were used in the lower parts of the building in order to support the much lighter upper floors.

 

1) One of the first explanations was put forward only two days after 9/11 (on September 13, 2001) by the American Society of Civil Engineers in an paper titled "Why Did the World Trade Center Collapse? — A Simple Analysis", by Zdenek Bazant and Yong Zhou. One might wonder how they were able to come up with such a seemingly confident and fully developed theoretical explanation for a shocking, unprecedented and inexplicable occurrence within such a short period of time. Like the voluminous and complex "USA Patriot Act," which appeared full blown in October 2001, it almost seems to have been prepared ahead of time.

 

In any case, their theory depends on the simultaneous failure of at least half the support columns on a "given floor," which they say would allow the upper part of the building to fall freely onto the lower part, thus allegedly triggering a sequence of events that would "doom" the entire tower.

http://www-math.mit.edu/~bazant/WTC/

 

They claim that this "triggering" condition would be achieved if more than half of the column steel on a "given floor" reached temperatures exceeding 800˚C (1472˚F), but they fail to distinguish between fire temperature and internal steel temperature and offer no explanation for how this could possibly occur. This assertion (based on the failure of only half the support strength) also reveals that they are either unaware of or are ignoring the 5 X maximum load strength requirement for building design. This is surprising, considering that they are representing the American Society of Civil Engineers.

 

An obvious fallacy with theories of this type is that column strength and heat conductivity in the Towers were NOT segmented by the vertical spacing of the office floors. During a fire, the heat produced by burning material on a particular office floor would be dissipated by the steel framework over a multi-story region of the building.

 

Also, the load-bearing strength of the columns was vertically continuous over many "floors" for any region of the building. The columns in the core structure were specially fabricated to be multiple stories in height and were joined together by welded connections. Dense cross-bracing interconnected the core columns and created a monolithic entity that was structurally independent of the office floor attachment locations, which were on the outer perimeter of the core structure.

 

Therefore, it really makes no sense to talk about about column behavior on a "given floor." The columns didn't have "floors."

 

The clustering of the core columns in the center of the building also places most of them at a significant distance away from the vicinity of any conceivable office fire. Bazant and Zhou's theory apparently assumes that the Towers were built according to the old-fashioned "post and beam" column grid arrangement. Like others to follow, they use complicated equations and obscure concepts to create an intimidating aura of authority, while overlooking or misrepresenting the fundamental features of the scenario.

 

In addition to these theoretical fallacies, we've already seen that high internal steel temperatures are very difficult to achieve over a wide area in a large structure. Not only is Bazant and Zhou's so-called triggering condition clearly impossible given the test data presented earlier, but the results of the examination of steel recovered from the fire zones, as reported by NIST in 8/04, shows no evidence of temperatures over 625˚C (1157˚F) and only rare instances of temperatures over 250˚C (482˚F)! This is consistent with the international fire test results mentioned earlier. (See the section below for more on the NIST report.)

 

 

A more detailed critique of Bazant and Zhou's paper can be found by following links from here:

http://911research.wtc7.net/disinfo/experts/comments/bazantzhou.html

 

2) Another theory was put forward by Thomas Eager, a professor of materials engineering from MIT. It appeared in JOM, the journal for the Minerals, Metals & Materials Society and was also presented in a NOVA interview that many people have seen. The transcript is available online. Eager claims to believe that the Towers were not designed to withstand a fire covering an entire single floor! He doesn't say where he gets this idea, but we know from the comments presented earlier that Skilling certainly DID allow for this possibility.

 

Because the spilling of the jet fuel may have caused this to happen, Eager suggests that the heat from this type of fire scenario caused the floor slab truss connections ("clips" he calls them) to fail — "unzipping" almost simultaneously around an entire floor — causing a pancaking sequence that also somehow pulled down the vertical support structures.

http://www.tms.org/pubs/journals/JOM/0112/Eagar/Eagar-0112.html

 

"Pancaking" collapses are sometimes seen in Third World countries where badly designed and poorly reinforced structures with heavy concrete floors are subjected to earthquakes. Modern American buildings (including the WTC Towers) are designed and built according to robust standards and specifications that require structural unification of horizontal and vertical assemblies. This is done specifically to prevent pancaking floor collapses under any circumstances.

 

 

Eager also ignores the continuous vertical strength of the core structure and its heavily cross-braced and unified design. Even if some of the floor connections had somehow broken loose, the more heavily built and potentially free-standing column structures would have remained in place. While the floor assemblies interconnected the core with the perimeter columns and added strength and flexibility to the structure as a whole, they were also designed to be as lightweight as possible.

 

A detailed evaluation of Thomas Eager's analysis can be found here:

http://911research.wtc7.net/disinfo/experts/articles/eagar_nova/nova_eagar1.html

 

3) Two highly produced, made-for-television specials have been particularly influential in determining many people's beliefs about the destruction of the WTC Towers. Unfortunately, the non-commercial reputation and credibility of PBS and NOVA have been exploited as a vehicle for the presentation of deliberately false information and analysis. To a traumatized television audience in 2001 this was not so apparent. But now, in the sober light of a better understanding, the fraudulent nature of these presentations is painfully obvious.

 

Below are two graphics used in the NOVA program "Why the Towers Fell." The one on the left misrepresents the structural core of the building to look like mysterious floating horizontal slabs with no vertical support! The one on the right is from an animated sequence of falling floor trusses that is also very misleading.

 

Missing from this animation are at least three major components that would have prevented this behavior: 1) the perpendicular cross trusses, 2) the welded-plate wall connections, and 3) the steel floor pan that is connected to the trusses, onto which the concrete slab is poured. The floor pan interconnects the trusses and provides stiffness and strength to the entire floor system.

 

                

This diagram shows a more truthful view of a typical truss assembly:

 

 

Another TV special titled "Anatomy of the Collapse" was produced for the Discovery Channel and also appeared shortly after 9/11. These two programs are similar and include numerous fraudulent statements. We are told, for example, that jet fuel had not been considered in the design of the Towers, that it had saturated the entire buildings and that steel temperatures had reached 2000ΊF. None of these statements are true.

 

We are also told that the buildings would collapse without the floor trusses, that the floor trusses were connected by only two bolts, that the perimeter walls were comparable to sheets of cardboard and that the columns were like free-standing wobbly sticks. The perimeter and core column structures were, in fact, highly robust and independent structures unto themselves, each fully capable of standing on its own. And the biggest lie of all? We are told that total destruction was inevitable.

 

3) The first major government report was issued by FEMA, and it uses these misleading diagrams to make it look to the casual, non-technical reader like there was no central core at all!