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In a typical fire, such as in an office, residential or retail occupancy, the maximum temperature of a fully developed fire will likely not exceed 1,500 °F (815 °C), though it could range up to a peak of 2,000 °F (1,093 °C) under more severe conditions. The maximum temperature will typically last for only 10 to 20 minutes during the peak of its burning period within the compartment. Consequently, the average real gas temperature within the fire compartment will not reach its maximum level (see Figure 1.3) over the fire duration for any exposure.
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For protected structural steel, the temperature increase due to fire results primarily from radiation to the fire protection material and conduction through the protection, with inclusion of the appropriate insulating properties and thickness of the material. Therefore, the temperatures in protected steel will be continually less than those of the fire during the heating phase.
... The temperature increase in the steel member is governed by the principles of heat transfer. Consequently, it must be recognized that the temperature of the steel member(s) will not usually be the same as the fire temperature in a compartment or in the exterior flame plume. Protected steel will experience a much slower temperature rise during a fire exposure than unprotected steel. Also, fire effects on the steel will be less the greater its distance from the center of the fire, and if more ventilation occurs near the steel in a fuel-controlled condition, wherein the ventilation helps to cool the steel by dissipating heat to the surrounding environment. For an interior exposure, the upper concrete floor slab, and adjacent unexposed elements (walls and floors) of the building, will all provide additional heat sinks to the fire and steel that may limit the steel’s temperature increase relative to what it may have been if the member was in the middle of the fire as an isolated element, or assembly. Also, the time of heating exposure is important, since shorter intervals of high temperatures will be less damaging than longer ones at the same temperatures.
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Figure 6.1 shows a UL test of a roof assembly in the furnace after a successful fire test. Steel deck sag and beam buckling are visible. The effects of actual major fires in two prominent unsprinklered high-rise steel buildings, One Meridian Plaza in Philadelphia and First Interstate Bank in Los Angeles, along with the Cardington test frame in the U.K. (Bailey, 2001 and Newman, 2000) are shown in Figures 6.2 through 6.4, respectively. In the One Meridian Plaza and First Interstate Bank incidents, and other cases that will be further summarized in Section 7, no structural collapses were experienced during these long uncontrolled fires, even though the fire damage was extensive.
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The annual fire occurrences in such high-rise buildings range from 10,000 to 17,200 per year, with annual civilian deaths between 23 and 110, civilian injuries between 554 to 950, and direct property damage between $24.9 million to $150.1 million. To include the fires from other high-rise property classes and in residences with unreported heights, an increase of 33 percent is suggested by Hall, thereby increasing this annual range of actual high-rise fire occurrences in the U.S. from the range of 10,000 to 17,200 per year to the range of 13,330 to 22,900 per year.
But not one has ever suffered total collapse before or after 9/11!
As part of a recently completed NIST project to assess the needs and existing capabilities for full-scale fire resistance testing, Iwankiw and Beitel (2002) compiled the results of past multi-story building collapses, either partial or total, that were directly caused by fires. In this study, multi-story buildings were defined as those with 4 or more stories. A total of 22 such cases were identified, with the September 11, 2001 disasters accounting for 5 of these incidents (WTC 1, 2, 5, and 7, and the Pentagon). The cases had occurred not just in the U.S., but also internationally.
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Fortunately, fires in tall buildings do not often lead to partial or total collapse, as in these 22 documented cases. Furthermore, all of the other collapses were not nearly as catastrophic as those in the September 11, 2001 experience.
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