I am a stress engineer. This is so stupid as to not deserve the injury to my fingertip as I pick out this response on my smart phone.
Do that ras. Get a smart phone. You'll finally have some...smarts that is.
1. Jet fuel burns.
2. Elevator shafts developed updrafts to feed fire and it burned really well, minimum about 850°-1000°F.
3. Yeild strength of structural steel decreases with temperature.
From ASME Section II, Part D, Table Y-1 and U-1:
Temperature(°F) Yield Strength(ksi) Tensile Strength(ksi)
-20 to 100 *36.0* *58.0*
150 33.8 58.0
200 33.0 58.0
250 32.4 58.0
300 31.8 58.0
400 30.8 58.0
500 29.3 58.0
600 27.6 58.0
650 26.7 58.0
700 25.8 58.0
750 24.9 57.3
800 24.1 53.3
850 23.4 48.5
900 22.8 43.3
950 22.1 38.0
1000 *21.4* *33.4*
Although exposures above 800°F will result in the carbide phase converting to graphite. Also, above 700°F, time dependant effects (creep) become important.
Note that the yeild strength at which A36 steel begins to bend at 1000°F is 40.6% LESS THAN your normal 70°F strength. Above 700°F creep (slow stretching) starts and is dependant on temp and load. And man, what a load. The WTC report with "truther" comments (red) attached below at several locations and whole side commentarys linked, at times becomes so absurd as to be comical. Absolutely written by those "Masters of Disaster" I refer to who may have graduated with a Masters of Science in Civil Engineering Summa Cum Laude and have aced all their structures courses. But some folk have no common sense. They couldn't engineer there way out of a paper bag. This guy wants to say the trusses referenced weren't trusses but were steel beams, and shows a photo on a lower floor where they were just that, steel beams, because of design load transfering from the many building floors above to the plaza level and basement levels, to the foundation steel. At some point these WILL transition to trusses, as the official report shows, ... decrease the weight where required by good design so as not to need even larger steel in the lower levels you know. Then he rails about the weight of steel in the building, making "generous" assumptions to "prove" beams instead of trusses were used at the high elevations where the planes struck. There's a LOT more. They try to bury you with tomes of calculations, but they are all based on the FALSE ASSUMPTIONS that the trusses were beams, and that, even though the designers accounted for the impact of an airliner, they also accounted for the combustion of jet fuel enhanced by the draft created in the compromised elevator shafts and ductwork of the service core. I actually doubt that an inferno coupled with the degree of building damage we saw was accounted for in the years the WTC was designed. They even show how little they know by ridiculing the WTC Commission's use of the term "service core"...well, even though it has several design capacities, that's what it is.
Here's what happened.
The steel clips at either ends of the floor trusses, at high temperature, began to bend as the elastic limit of steel decreased (AT LEAST 40.6% at 1000°) from heating (the steel softened). It lost nearly half it's strength. The exterior shell also warped from the heat. At some point, after exposure to these temps and bearing the weight of all the above floors, the Youngs Modulus of the softened steel reached the catastrophic failure point at 42.4% of it's normal failure strength (tensile strength) because the fire protection gunnite had been knocked away (thermal short) during impact on several joist bearings. The fire protection is not absolute and is time dependant with ratings given in 'hours'. 1/2 hr, 1 hr, .. 4 hr. Also several bearings themselves had been knocked away during impact.
And then, one floors steel JOIST BEARINGS began to bend, the fl[r began to sag, and as design for this catenary displacement was exceeded the floor gave way in catastrophic failure. At a given number of failures of individual joist supports, this would almost instantaneously "zipper" around the whole floor and total collapse begins. The weight of the building above accelerated at normal gravity to instantaneously impact load the already compromised joist bearings of the floor below, again, resulting in catastrophic failure. As the failures, floor by floor, occured in the fire compromised section, each floors mass was added to the accelerated impact force on the floor below. As the failures passed out of the fire compromised region, only the acceleration of the accumulating mass of the building above was required. And I can imagine each instantaneous failure sending out a retort as if a cannon were being fired.
Chapter 2 WTC Report (with 911 "truther" commentary.
Chapter 2 - The WTC Report.