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Originally posted by HowardRoark
So if the fireproofing was knocked off the truses by the shock of the airplane impact, then it would only take about 15 to 20 minutes of exposure to a full developed fire before the trusses buckled and failed.
Dr. Pal Chana of the British Cement Association demonstrated the relative likelihood of floor collapse in a steel versus concrete framed building, using the vivid example of the Madrid Windsor Tower fire which raged over 26 hours on 14-15 February 2005. This former landmark office block of 30 storeys featured a concrete core throughout, but with concrete columns up to the 21st floor and steel columns between the 22nd and 30th floors. Remarkably, despite the intensity and duration of the fire, the concrete floors and columns remained intact however, the steel supported floors above the 21st floor collapsed, leaving the concrete core in-situ and exposed
An investigation is underway between Spanish technical agency Intemac and UK authorities including Arup Fire, the University of Edinburgh and the concrete industry including Cembureau, BCA and The Concrete Centre. Preliminary findings suggest that a combination of the upper technical floor and the excellent passive fire resistance of the tower's concrete columns and core prevented total building collapse
Originally posted by Stateofgrace
This concrete core supported the steel super stucture ......any idea what happend to the steel super stucture? .....it collapsed
Originally posted by ANOK
Originally posted by HowardRoark
So if the fireproofing was knocked off the truses by the shock of the airplane impact, then it would only take about 15 to 20 minutes of exposure to a full developed fire before the trusses buckled and failed.
How did the plane impact knock the fire proofing off enough of the trusses for all of them to fail?
At most maybe 5 floors and maybe at most 50% of the fireproofing on each floor.
Again how did that allow the fire to heat up enough of the trusses to bring the whole building down?
Your fireproofing theory just does not hold up, however you look at it.
Originally posted by bsbray11
And I still wonder how your typical, open-atmosphere hydrocarbon fire, with a poor fuel/air ratio, is going to heat anything to even near 800 C, especially with all the heat lost to air and smoke and concrete and etc. The fact that that chart shows steel being heated to almost 1000 C shows pretty clearly that those test conditions weren't accurately representing what would've been going on in the WTC.
Peak temperatures in the living area of the fire flat reached approximately 1000°C and remained at this level until the test was stopped at 64 minutes having reached one of the planned termination criteria.
The fire test compartment consisted of a single flat on level 3 of the building. The fire load was provided by timber cribs spread over the floor area of the flat.
The effect of ventilation and fire load on fire severity is illustrated in Figure 2. Fire tests were conducted in compartments where the fire load and the natural ventilation were varied. The well ventilated compartments experienced lower temperatures and fires of shorter duration. In Figure 2 the numbers identified with each curve indicate the fire load density in kg/m2 (ie 60, 30 or 15) and the ventilation area as a proportion of the façade area (ie ½ or ¼).
As can be seen in the above table, peak measured temperatures exceeded 1300oC in five tests, this measurement being supported by the observation of total heat fluxes of up to 350 kW/m2 and velocities of over 15m/s.
These values are somewhat higher than those observed in typical full-scale compartment fire tests and can be attributed in part to the highly insulating walls, the inclusion of plastic in the fuel and the short residence times (due to high flow rates).
Originally posted by ConfederacyOfUnity
either way the building fell in a pancake effect...but it was a controlled demolition that caused that
Originally posted by HowardRoark
Gravity is king.