I cant believe you just posted that
The overwhelming evidence points to this scenario
Here is the evidence:
There were fires on several floors, at different times, in the area of the
initiating event.
[the failure of core column 79, 80 and/or 81]
Fires in east half of WTC 7
NIST
11:30 a.m. to 2:30 p.m.
Fire on floor 12, moved toward the east face
2:00 to 2:30 p.m.
Fires on east face Floors 11 and 12 at the southeast corner, progressing north
As of 3:00 p.m., there were fires on floors 11 and 12 in the area of the
initiating event.
Some time later, fires on 8 and 13
A core column, weighing over 4 tons per floor, would have to be uniformly heated to about 1,000 F, and 3 or 4 floors would have to collapse all around that column, before it could break at 3 splice joints and buckle.
There is no evidence that the
initiating event was caused by fire.*
There was no debris damage to or near the area of the
initiating event.
That's the evidence.
Debris damage to the other end of the building,
and fires that a burned on a few floors, for a few hours, at different times, in the area where the collapse began.
You have to prove the DD/F did not bring the building down and explosives did
This thread is about the lack of evidence for the DD/F
hypothesis.
Evidence for CD is a separate subject and is being debated here:
http://www.internationalskeptics.com/forums/showthread.php?p=2301403#post2301403
You are asking me to prove a negative.
I can only show that the evidence does not support the NIST
hypothesis.
*Column failure
NIST Apx. L pg 38 [42 on pg counter]
I4.2 Unbraced Columns: If floor systems failed, one or more columns may have lost lateral bracing. At a floor where fires were noted, interior columns were comprised of W14x730 cores and reinforcing plates, and could support several stories unbraced without failure. The column is not very sensitive to the number of stories of unbraced. This column would be approaching its load carrying capacity for an unsupported length of four stories if it was also subject to a uniform temperature of 500 °C.
I4.6 Uniform High Temperatures: .......
uniform steel temperatures of approximately 570 ºC would result in column failure.
570°C = 1058°F
"In the mid-1990s British Steel and the Building Research Establishment performed a series of six experiments at Cardington to investigate the behavior of steel frame buildings. These experiments were conducted in a simulated, eight-story building. Secondary steel beams were not protected. Despite the temperature of the steel beams reaching 800-900° C (1,500-1,700° F) in three of the tests (well above the traditionally assumed critical temperature of 600° C (1,100° F), no collapse was observed in any of the six experiments."
http://www.interfire.org/res_file/pdf/Tr-049.pdf
pg 19 [24 on pg counter]
After the fire, there was evident significant structural damage to horizontal steel members and floor sections on most of the fire damaged floors.
Despite this extraordinary exposure, the columns continued to support their loads without obvious damage.
http://www.iklimnet.com/hotelfires/m...a_lessons.html
12. Columns and certain other structural elements are normally exposed to fire from all sides. In this fire, the steel columns retained their structural integrity and held their loads.
Experience in this and similar high-rise fires suggest that columns are the least vulnerable structural members, due to their mass and relatively short height between restraints (floor to floor).
Major damage has occurred to horizontal members, without compromising the vertical supports.
NFPA 921:
A heavy, thick section of steel has greater resistance to fire than a lightweight section of the same length because of the increased mass.