(and some non-standard characteristics)
1. Destruction proceeds through the path of greatest resistance at nearly free-fall acceleration
2. Improbable symmetry of debris distribution
3. Extremely rapid onset of destruction
4. Over 100 first responders reported explosions and flashes
5. Multi-ton steel sections ejected laterally 600 ft at 60 mph
6. Mid-air pulverization of 90,000 tons of concrete & metal decking
7. Massive volume of expanding pyroclastic-like clouds
8. 1200-foot-dia. debris field: no "pancaked" floors found
9. Isolated explosive ejections 20 – 40 stories below demolition front
10. Total building destruction: dismemberment of steel frame
11. Several tons of molten metal found under all 3 high-rises
12. Evidence of thermite incendiaries found in steel & dust samples
13. FEMA steel analysis: sulfidation, oxidation & intergranular melting
14. No precedent for steel-framed high-rise collapse due to fire
And exhibited none of the characteristics of destruction by fire, i.e.
1. Slow onset with large visible deformations
2. Asymmetrical collapse which follows the path of least resistance (laws of conservation of momentum would cause a falling, intact, from the point of plane impact, to the side most damaged by the fires)
3. Evidence of fire temperatures capable of softening steel
4. High-rise buildings with much larger, hotter, and longer lasting fires have never “collapsed.”
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