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: Originally posted by LeftBehind
: Originally posted by Valhall
NIST states no structural member was subjected to temperature in excess of 300 C and that no structural member was subjected to the elevated temperatures of the fire for the duration of time between impact and collapse. In fact, they go on to specifically state the fires burned in a given area for approximately 20 minutes before consuming the fuel in that area and moving on.
Actually, that's a pretty inaccurate peicing together of different peices of the report.
Their own fire maps show structural members being exposed to much higher temperatures. You are basically twisting different parts of it to make it sound like nonsense.
But your right, this is for another thread, you wouldn't want to keep derailing this one.
Tell it to Dr. S. Shyam Sunder, Acting Deputy Director and Lead Investigator of the NIST investigation into the response and collapse of the WTC towers. He's the one that strung it all together.
wtc.nist.gov...
External Source
•The jet fuel, which ignited the fires, was mostly consumed within the first few minutes after impact. The fires that burned for almost the entire time that the buildings remained standing were due mainlyto burning building contents and, to a lesser extent, aircraft contents, not jet fuel.
•Typical office furnishings were able to sustain intense fires for at least an hour on a given WTC floor. No structural component, however, was subject to intense fires for the entire period of burning. The duration of intense burning impacting any specific component was controlled by:
•The availability of combustible materials
•Fuel gases released by those combustibles
•Combustion air in the specific area
Originally posted by jinsanity
NIST keeps changing it's story. Thats the problem.
NIST developed a method to characterize maximum temperatures experienced by steel members using observations of paint cracking due to themal expansion. The method can only proble the temperature reached and it cannot distinguish between pre- and post-collapse exposure. More than 170 areas were examined on the recovered perimeter column panels; however, these columns represented only 3 percent of the permieter columsn on the floors involved in fire and cannot be considered representative of other columns on these floors. Only three locations had evidence that the steel reached temperatures above 250 C. These areas were:
* WTC 1, east face, floor 98, column 210, inner web,
* WTC 1, east face, floor 92, column 236, inner web,
* WTC 1, north face, floor 98, column 143, floor truss connector
Other forensic evidence indicates that the last example probably occurred in the debris pile after collapse.
Similar results, i.e., limited exposure if any above 250 c,w ere found for the two core columns recovered from the fire-affected floors of the towers, which had adquate paint for analysis. Note that the perimeter and core columns examined were very limited in number and cannot be considered representative of the majority of the columns exposed to fire in the towers.
While the physical damage and failure mechanisms were reported for the present condition of the steel, in most cases it was difficult to conclude which extreme loading event may have led to the condition. Observed damage may have been a result of the aircraft impact, the pre-collapse fire, the ensuing collapse of the buidlings, post-collapse fires, or the subsequent handling related to the recovery efforts. In particular, it was difficult to separate degradation from the relatively brief fire exposure experienced prior to the collapse of the buildings from the fire exposure in the debris pile at the WTC site, which for some samples was as long as 4 months.
[Emphasis added by me]
NIST has developed a novel approach to evaluating the primer paint on the structural components for evidence of exposure to high-temperature excursions (see Appendix D of NSIT NCSTAR 1-3C). This method was found to be relatively easy to implement and robust enough to examine an entire component in the field. Calibration tests in the laboratory showed that, although there was little or no change in color, the primer paint used on the WTC steels that reached temperatures over 250 C cracked (similar to a "mud cracking" pattern) from the difference in thermal expansion between the paint and the steel. Since deformation and environmental effects can also cause mud-cracking, the absence of mud-cracking indicates the steel has not exceeded 250 C, but the presence of mud cracks cannot be assumed to be caused by high temperature.
Over 170 areas associated with the 21 exterior panels were analyzed, and the results may be found in Appendix E of NIST NCSTAR 1-3C. These 21 panels represent only 3 percent of the panels on floors involved with fire and cannot be considered representative of other columns on these floors. Only three locations showed evidence of paint mud cracking:
1. Panel K-1, WTC 1, column 210, flange and inner web of 98th floor region. Prior to the collapse of WTC 1, the panel was observed to have experienced varying degress of fire exposure for a minimum of 31 cumulative minutes in this area. A unique feature of this panel is that the upper portion of the column was crushed while generally maintaining concentric axial alignment with the lower portion of the column, Fig. 6-36. This suggests that deformation occurred at the onset of collapse, while the lower portion of the column was still constrained due to the bolted splice (endplates).
2. Panel K-2, WTC 1, column 236, 93rd floor spandrel. This area was observed to have fire exposure for nin cumulative minutes prior to collapse, Fig. 6-13. A positive reading was made directly below the truss seat while above the seat in the same location a negative result was obtained, Fig. 6-37. This suggests that the concrete floor may have shielded the upper portion of the column from the high-temperature exposure experienced by the lower portion.
3. Panel N-8, WTC 1, column 143, seat and standoff plates of the 99th floor. This seat (Fig. 6-38) was exposed to fire for a minimum of 18 cumulative minutes before collapse. Mud cracking was not observed on the spandrel plate to which the seat was welded.
Four of the core columns with known as-built locations were examined for mud cracking of the paint. For columns C-88a and C-88b, sufficient paint for analysis was not available. For columns HH and C-80, few areas of paint were observed (three to five spots per column) with no indication of temperatures over 250 C. Note that these core columns represent less than 1 percent of the core columsn on floors involved with fire and cannot be considered representative of any other core columns.
Like wise, high-temperature excursions due to fire can also alter the microstructure and the mechanical properties. Therefore, if knowledge of the as-fabricated microstructure is available, then a review of the "affected" mcirostructure may give an indication of the level of elevated temperature exposure while in service.
The spandrel steels identified as having been exposed to fire prior to the collapse of the building showed no microstructural evidence of change. Similar results indicated that three of the four seats observed to be exposed to severe pre-collapse fire conditions did not experience significant microstructural changes as a result of the exposure. However, the seat with the melted binder (Fig. 6-38) did show signs of microstructural alteration as a result of elevated temperature exposure, though it was unknown when this exposure occurred. Finally, in the several columns with known pre-collapse fire exposure, metallographic analysis provided no conclusive evidence that the steel exceeded 625 C, based on calibrations in furnace exposure studies of WTC steel reported in NIST NCSTAR 1-3E.
Originally posted by Valhall
Let's break here...please note that last ambiguous statement made about the analysis of the columns. Please note it doesn't say a damned thing. I mean the statement could absolutely be left out of the report and we'd have the same knowledge.
More than 170 areas were examined on the recovered perimeter column panels; however, these columns represented only 3 percent of the perimeter columsn on the floors involved in fire and cannot be considered representative of other columns on these floors.
LB - you and I butt heads because you want to accept the official story and you see me as some how not accepting it.
Originally posted by LeftBehind
Valhall, what do think the NIST team should have done? If we were to have another investigation and you were in charge, what would you have done differently?
Originally posted by Valhall
What is to the point is that there are proper scientific methods, proper logic flowstreams, and proper engineering methods and analysis - none of which seem to have been employed.
It's a shame, because there isn't the possibility of a second chance on this.
Long story short, the conclusions stated in the report have no supporting data provided, and NIST refuses to provide data, or models, so none of their algorithms and conclusions can be verified.
Originally posted by Griff
I don't know about Valhall, but I would take the data and fit my theory around that. Instead of trying to find data to fit my theory. Which is obviously what the NIST did.
Originally posted by Valhall
NIST refuses to provide data, or models, so none of their algorithms and conclusions can be verified.
- "NIST contracted with Underwriters Laboratories, Inc. to conduct tests to obtain information on the fire endurance of trusses like those in the WTC towers… All four test specimens sustained the maximum design load for approximately 2 hours without collapsing." (NIST, 2005, p. 140, emphasis added.)
- In a paper by fire-engineering experts in the UK, we find: The basis of NIST’s collapse theory is… column behaviour in fire... However, we believe that a considerable difference in downward displace between the [47] core and [240] perimeter columns, much greater than the 300 mm proposed, is required for the collapse theory to hold true… [Our] lower reliance on passive fire protection is in contrast to the NIST work where the amount of fire protection on the truss elements is believed to be a significant factor in defining the time to collapse… The [proposed effect] is swamped by thermal expansion … Thermal expansion and the response of the whole frame to this effect has NOT been described as yet [by NIST]. (Lane and Lamont, 2005.)
- The computerized models of the Towers in the NIST study, which incorporate many features of the buildings and the fires on 9-11-01, are less than convincing. The Final report states:
The Investigation Team then defined three cases for each building by combining the middle, less severe, and more severe values of the influential variables. Upon a preliminary examination of the middle cases, it became clear that the towers would likely remain standing. The less severe cases were discarded after the aircraft impact results were compared to observed events. The middle cases (which became Case A for WTC 1 and Case C for WTC 2) were discarded after the structural response analysis of major subsystems were compared to observed events. (NIST, 2005, p. 142; emphasis added.)
The NIST report makes for interesting reading. The less severe cases based on empirical data were discarded because they did not result in building collapse. But ‘we must save the hypothesis,’ so more severe cases were tried and the simulations tweaked, as we read in the NIST report:
The more severe case (which became Case B for WTC 1 and Case D for WTC 2) was used for the global analysis of each tower. Complete sets of simulations were then performed for Cases B and D. To the extent that the simulations deviated from the photographic evidence or eyewitness reports [e.g., complete collapse occurred], the investigators adjusted the input, but only within the range of physical reality. Thus, for instance,…the pulling forces on the perimeter columns by the sagging floors were adjusted... (NIST, 2005, p. 142; emphasis added.) The primary role of the floors in the collapse of the towers was to provide inward pull forces that induced inward bowing of perimeter columns. (NIST, 2005, p. 180; emphasis added.)
How fun to tweak the model like that, until the building collapses -- until one gets the desired result. But the end result of such tweaked computer hypotheticals is not compelling, sorry gentlemen. Notice that the "the pulling forces on the perimeter columns by the sagging floors were adjusted" (NIST, 2005, p. 142; emphasis added) to get the perimeter columns to yield sufficiently – one suspects these were "adjusted" by hand quite a bit -- even though the UK experts complained that "the core columns cannot pull the exterior [i.e., perimeter] columns in via the floor." (Lane and Lamont, 2005; emphasis added.)
Originally posted by LeftBehind
No, I could really care less what the official story is, really I just think the bomb theories are absolutely ridiculous. I use the NIST report because there really isn't much out there showing that the building fell without the aid of bombs.
Originally posted by LeftBehind
Indeed Griff, but how exactly did they "trying to find data to fit my theory"?
Originally posted by Valhall
My primary problem with the NIST report is the data they produce does not back the conclusions they make.
While the NIST report fails to be a conclusive ironclad document, I don't see how they did what you accuse them of. If anything I see the opposite. There were many hypotheses offered up on the method of failure in the engineering community.
Are you claiming this because you don't think they considered every reasonable failure scenario?
Or are you claiming this because they didn't address whether or not bombs were used?
If the latter, then that is an unfair criticism, as no solid evidence exists that point towards pre-planted explosive or incinedary devices as being the catalyst to the global collapse.
It seems to me that they collected massive amounts of data and considered it all when reaching their conclusions. What data do you believe they left out, or should have considered?
Please demonstrate to us how exactly they only found data to fit their theory.
They still present a some what reasonable answer to an unprecedented event.
Originally posted by LeftBehind
Originally posted by Valhall
NIST refuses to provide data, or models, so none of their algorithms and conclusions can be verified.
That I think is certainly an issue. I agree with you that all of it should be provided for independent analysis for verification.
I agree that the report is flawed, however I think we can derive some value from the data that is provided, and that even though the physical evidence is lacking, there may not have been much conclusive physical evidence remaining after the collapses.
They still present a some what reasonable answer to an unprecedented event.