The Plasco Building, a 17-storey steel-framed high-rise on Jomhuri Avenue in central Tehran, collapsed completely on the morning of 19 January 2017, roughly three and a half hours into an uncontrolled fire, killing 16 firefighters and bringing the total death toll to about 22. The proximate cause was not the fire itself but what the fire did to bare steel: the building’s columns, trusses and beam-to-column connections carried no fire-resistive coating of any kind, so sustained temperatures above 600 degrees Celsius stripped roughly half the yield strength out of the load-bearing frame and triggered a fire-induced progressive collapse.
This was the first Iranian high-rise to be destroyed by fire-weakened steel, and it failed in the manner forensic engineers most fear: not a localized burnout, but a disproportionate, pancaking collapse in which the loss of a few upper-floor connections cascaded the entire structure to the ground in seconds. The north face buckled first, then the rest followed within moments, burying the firefighting companies that had entered the building on the assurance that it had been evacuated.
Built in 1962 by industrialist Habib Elghanian and named for his Plasco plastics company, the tower was once the tallest building in Iran and a symbol of pre-revolution modernization. By 2017 it had become a vertical garment bazaar: a ground-floor shopping arcade beneath a stack of unsprinklered clothing workshops packed with textiles, foam and combustible stock — an extreme fire load wrapped around an unprotected steel skeleton.
The government’s April 2017 report did not blame chance. It found that the Mostazafan (Bonyad) Foundation, which managed the building, had ignored repeated written warnings about its fire safety, and that government ministries had failed to enforce 22 separate national building regulations. The Plasco Building is now the textbook case for what an unfireproofed, unsprinklered steel high-rise does when it burns long enough: it does not merely gut — it disappears.
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7 World Trade Center, a 47-storey steel-framed office tower on the northern edge of the World Trade Center site in Lower Manhattan, collapsed completely at 5:21 p.m. on 11 September 2001, roughly seven hours after debris from the falling North Tower ignited the uncontrolled fires that drove a thermal-expansion-induced progressive collapse, killing no one because the building had been evacuated hours earlier. Despite the zero death toll, its destruction is, in the forensic record, one of the most consequential in the history of structural engineering. It was the first known instance of a tall building brought down primarily by uncontrolled fire, and the U.S. National Institute of Standards and Technology (NIST) spent seven years establishing exactly how.
The mechanism NIST documented was not melting, not the building’s diesel fuel tanks, and not the impact damage from the collapsing Twin Towers. It was thermal expansion. As ordinary office fires burned unchecked across several lower floors, the long-span steel floor beams framing into the building’s east side grew longer as they heated. That expansion pushed a girder on the 13th floor until it walked off its seat at Column 79, a critical interior column. The unseated girder dropped the floors around it; the cascade of floor failures left Column 79 laterally unbraced over nine storeys, and the slender column buckled. Its buckling triggered a fire-induced progressive collapse that ran through the interior and brought down all 47 storeys in seconds.
The fires that did this were not extraordinary. They were, in NIST’s own words, “uncontrolled but otherwise similar to fires experienced in other tall buildings.” What made them lethal to the structure was that they were allowed to burn for hours with no suppression: the water main feeding the building’s sprinklers had been severed by debris, and the fire department, overwhelmed by the catastrophe across the street, never mounted an interior attack. An ordinary fire load met a structure whose collapse resistance, it turned out, depended on the fire being put out.
NIST’s final report, issued in November 2008, refused to treat the collapse as an inexplicable anomaly. It identified a specific, generalizable vulnerability — connections detailed without regard for the thermal expansion forces a real fire imposes — and issued thirteen recommendations to address it. 7 World Trade Center became the case that forced structural engineering to reckon with fire not as a survivable nuisance to be rated in hours, but as a load case capable of collapsing a tall building outright.
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