Friday, January 21, 2011

WTC Construction Certifiers Say Towers Should Have Easily Withstood Jet Fuel Temperatures



WTC Construction Certifiers Say Towers Should Have Easily Withstood Jet Fuel Temperatures

Kevin Ryan
Underwriters Laboratories
November 12 2004

The following letter was sent today by Kevin Ryan of Underwriters Laboratories to Frank Gayle of the National Institute of Standards and Technology (NIST). Underwriters Laboratories is the company that certified the steel componets used in the constuction of the World Trade Center towers. The information in this letter is of great importance.

Dr. Gayle,

Having recently reviewed your team's report of 10/19/04, I felt the need to contact you directly.

As I'm sure you know, the company I work for certified the steel components used in the construction of the WTC buildings. In requesting information from both our CEO and Fire Protection business manager last year, I learned that they did not agree on the essential aspects of the story, except for one thing - that the samples we certified met all requirements. They suggested we all be patient and understand that UL was working with your team, and that tests would continue through this year. I'm aware of UL's attempts to help, including performing tests on models of the floor assemblies. But the results of these tests appear to indicate that the buildings should have easily withstood the thermal stress caused by pools of burning jet fuel.

There continues to be a number of "experts" making public claims about how the WTC buildings fell. One such person, Dr. Hyman Brown from the WTC construction crew, claims that the buildings collapsed due to fires at 2000F melting the steel (1). He states "What caused the building to collapse is the airplane fuel…burning at 2,000 degrees Fahrenheit. The steel in that five-floor area melts." Additionally, the newspaper that quotes him says "Just-released preliminary findings from a National Institute of Standards and Technology study of the World Trade Center collapse support Brown’s theory."

We know that the steel components were certified to ASTM E119. The time temperature curves for this standard require the samples to be exposed to temperatures around 2000F for several hours. And as we all agree, the steel applied met those specifications. Additionally, I think we can all agree that even un-fireproofed steel will not melt until reaching red-hot temperatures of nearly 3000F (2). Why Dr. Brown would imply that 2000F would melt the high-grade steel used in those buildings makes no sense at all.

The results of your recently published metallurgical tests seem to clear things up (3), and support your team's August 2003 update as detailed by the Associated Press (4), in which you were ready to "rule out weak steel as a contributing factor in the collapse." The evaluation of paint deformation and spheroidization seem very straightforward, and you noted that the samples available were adequate for the investigation. Your comments suggest that the steel was probably exposed to temperatures of only about 500F (250C), which is what one might expect from a thermodynamic analysis of the situation.

However the summary of the new NIST report seems to ignore your findings, as it suggests that these low temperatures caused exposed bits of the building’s steel core to "soften and buckle." (5) Additionally this summary states that the perimeter columns softened, yet your findings make clear that "most perimeter panels (157 of 160) saw no temperature above 250C." To soften steel for the purposes of forging, normally temperatures need to be above1100C (6). However, this new summary report suggests that much lower temperatures were be able to not only soften the steel in a matter of minutes, but lead to rapid structural collapse.

This story just does not add up. If steel from those buildings did soften or melt, I’m sure we can all agree that this was certainly not due to jet fuel fires of any kind, let alone the briefly burning fires in those towers. That fact should be of great concern to all Americans. Alternatively, the contention that this steel did fail at temperatures around 250C suggests that the majority of deaths on 9/11 were due to a safety-related failure. That suggestion should be of great concern to my company.

There is no question that the events of 9/11 are the emotional driving force behind the War on Terror. And the issue of the WTC collapse is at the crux of the story of 9/11. My feeling is that your metallurgical tests are at the crux of the crux of the crux. Either you can make sense of what really happened to those buildings, and communicate this quickly, or we all face the same destruction and despair that come from global decisions based on disinformation and “chatter”.

Thanks for your efforts to determine what happened on that day. You may know that there are a number of other current and former government employees that have risked a great deal to help us to know the truth. I've copied one of these people on this message as a sign of respect and support. I believe your work could also be a nucleus of fact around which the truth, and thereby global peace and justice, can grow again. Please do what you can to quickly eliminate the confusion regarding the ability of jet fuel fires to soften or melt structural steel.

1. http://www.boulderweekly.com/archive/102104/coverstory.html 2. CRC Handbook of Chemistry and Physics, 61st edition, pg D-187 3. http://wtc.nist.gov/media/P3MechanicalandMetAnalysisofSteel.pdf 4. http://www.voicesofsept11.org/archive/911ic/082703.php 5. http://wtc.nist.gov/media/NCSTACWTCStatusFINAL101904WEB2.pdf (pg 11) 6. http://www.forging.org/FIERF/pdf/ffaaMacSleyne.pdf

Kevin Ryan

Site Manager Environmental Health Laboratories A Division of Underwriters Laboratories


http://www.prisonplanet.com/articles/november2004/121104easilywithstood.htm



Related:

- WTC Construction Manager: Towers Were Designed to Take Numerous Plane Crashes

1 comment:

  1. How come you bring out a letter thats over 7 years old! All these quesrtions have been answered. According to Ryan: "the company I work for certified the steel components used in the construction of the WTC buildings." The UL does not certify the steel components used in buildings. It certifies the floor assemblies which include all the components including the steel and its required fireproofing. The assembled floor is installed over a furnace as the roof and the furnace is turned on for a number of hours. In ASTM 119 the tempuratures reach 2000 Deg F. in 4 hours. If the floor does not collapse or pass flame or large quantities of smoke for the time required in the code it can be used in buildings per code.

    The problem with this furnace presently used in testing is that it can only accomodate the short -spans that were used in the older buildings. This 17 foot standard furnace can not test the longer-spans sometimes used in present day high-rise, office buildings and does not test the connections of the beams to the columns or girders and the concrete slabs to the long-span steel beams.

    As found by NIST the long-span steel beams used in building 7 expanded a greater distance when heated than the short-spans do. This expansion can break the bolts to the beams to the girders or columns if the connections are not designed to handle the expansion. The studs connecting the beams to the concrete slab can also break. These interacctions were not and presently are not tested for by UL.

    By the way, steel is combustuble if enough oxygen is available. Boy Scouts often carry steel wool which can be ignited by a small battery to start campfires. Ordinary fires cannot ignite or melt steel beams or columns unless large amounts of O/2 is available. Ordinary combustibles such as office materials can only reach temperatures of about 1000 deg C or 2000 deg. F. but uninsulated steel beams or columns begin to weaken and fail at 1100 F. and must be protected in hihg-rise buildings.

    The problem with building 7 is that the long-span steel beams were not insulated enough to take care of expansion, and the steel connections such as beam to column or girder were not designed to compensate for expansion and contraction.

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