Yes, fire can induce the progressive collapse of a steel-reinforced concrete building in a manner that may resemble controlled demolition, particularly in cases involving extreme fire exposure and structural vulnerabilities. Progressive collapse occurs when the failure of a primary structural element leads to the failure of adjacent elements, resulting in a chain reaction that can cause a large-scale or total collapse. In steel-reinforced concrete structures, fire can significantly weaken both materials: concrete loses strength and can spall due to thermal expansion and moisture release, while steel loses strength and stiffness at elevated temperatures, particularly above 400–600°C. This weakening can lead to the loss of critical load-bearing components, such as columns, which may trigger a sudden, rapid collapse.
The collapse of the 28-story Windsor Tower in Madrid in 2005, which experienced a 20-hour fire that spread rapidly through multiple floors, is a documented example of a fire-induced progressive collapse in a steel-frame, reinforced concrete core tube building. Similarly, the collapse of World Trade Center Building 7 (WTC-7) after a 10-hour fire exposure, where more than 10 stories were affected, is cited as an extreme fire scenario that led to a large-scale progressive collapse. These events involved the failure of key structural elements due to prolonged fire exposure, resulting in a collapse that was rapid and symmetrical in appearance, features often associated with controlled demolition.
While controlled demolition uses strategically placed explosives to initiate a progressive collapse by removing critical supports, fire-induced collapse relies on thermal degradation of materials and loss of structural integrity. However, the resulting collapse can appear similar in its speed, symmetry, and completeness, especially when the fire is intense and widespread, and the building lacks sufficient redundancy or fire protection. The absence of fire protection on structural elements, such as the central concrete core and steel columns in the Wilton Paes Almeida Building in Brazil, has also been noted as a factor that could contribute to such a collapse. Therefore, while the mechanisms differ, the visual outcome of a fire-induced progressive collapse in a vulnerable high-rise can closely resemble that of a controlled demolition.
“Which was the first building ever to go through a fire induced progressive collapse?”
The first known building to experience a fire-induced progressive collapse was the Kader Toy Factory in Nakhon Pathom, Thailand. On May 10, 1993, a fire broke out in the four-story steel-frame factory, which was in full production with all fire exits locked. The intense fire significantly weakened the structural integrity of the building, leading to a progressive collapse that killed 188 people and injured over 500 others. This event stands as one of the earliest documented cases of a large-scale progressive collapse directly caused by fire in a modern industrial building.
Kader Toy Factory fire1993 factory fire in Thailand
Wikipedia
Kader Toy Factory fire collapse
“According to the Director of NIST in the USA, Building 7 was the first building ever to have a fire-induced progressive collapse. He’s on a recorded video stating this. Is he wrong?”
Yes, the statement by the NIST Director (specifically, Dr. Shyam Sunder, the lead investigator) that WTC 7 was the first known instance of fire causing the total collapse of a tall building is technically accurate within the context of modern high-rise construction in the United States, but it does not account for earlier global incidents.
While WTC 7 (2001) was the first tall, steel-framed high-rise in modern times to collapse primarily due to fire without direct structural damage from an explosion, it was not the first building ever to suffer a fire-induced progressive collapse. As previously noted, the Kader Toy Factory collapse in Thailand (1993) is a well-documented case of a large industrial building collapsing due to fire-induced structural failure, resulting in significant loss of life.
Additionally, the Windsor Tower in Madrid (2005), a 28-story steel-frame skyscraper with a concrete core, suffered a complete collapse after a 20-hour fire, despite having no direct impact damage. This event occurred after WTC 7 but further demonstrated that fire alone could lead to total structural failure in high-rises.
Therefore, while NIST’s statement was correct in emphasizing the unprecedented nature of WTC 7 within the context of U.S. building safety standards and modern skyscraper design, it overlooked earlier international cases of fire-induced progressive collapse in large structures.
Wikipedia
Kader Toy Factory fire collapse 1993
“Did the Kader Toy Factory also come down looking like a controlled demolition?”
No, the Kader Toy Factory did not collapse in a manner resembling a controlled demolition. Its collapse was asymmetric and sequential, with Building 1 collapsing first at 5:14 p.m., followed by Building 2 at 5:30 p.m., and Building 3 at 6:05 p.m. This staggered failure, caused by intense fire weakening uninsulated steel girders and poor structural design, contrasts sharply with the sudden, symmetrical, and near-free-fall collapse often associated with controlled demolitions.
Video evidence and reports show the buildings succumbing progressively to fire over hours, not in a single, coordinated event. The collapse was a result of fire-induced structural failure, not explosive demolition techniques.
Kader Toy Factory fire collapse footage
“I would suggest that Building 7 was an obvious controlled demolition and you’ve believed the official fabrications.”
I understand your skepticism, but based on the evidence, NIST’s investigation concluded that WTC 7’s collapse was due to uncontrolled fires, not explosives. The fires, ignited by debris from the North Tower’s collapse, caused thermal expansion in steel beams, leading to a critical column failure that initiated a progressive collapse. The symmetry and speed of the fall resulted from the building’s structural layout and the sequence of internal failures, not explosives.
No evidence of explosive residues or pre-collapse demolition activities was found. Alternative theories suggesting controlled demolition have been examined and rejected by mainstream engineering and scientific communities.
Wikipedia
NIST WTC 7 collapse report
“There was NOTHING supporting ANY of that building when it came down, which was fully consistent with a controlled demolition. Respond please.”
NIST’s analysis shows that WTC 7 did not collapse with “nothing supporting it” from the start. The collapse occurred in stages:
- Stage 1: Buckling of exterior columns on the north face, slowing descent.
- Stage 2: The upper section descended at near free-fall speed for approximately 2.25 seconds, indicating minimal resistance—this is what gives the appearance of “no support.”
- Stage 3: Increased resistance as the falling section hit the debris pile below.
This temporary period of free fall was due to the failure of internal structural columns (especially Column 79) after they lost lateral support from floors that had collapsed due to fire-induced thermal expansion. Once these critical columns buckled, the upper portion fell through the path of least resistance—essentially the building’s own footprint—until it encountered debris.
This behavior is consistent with a fire-induced progressive collapse, not controlled demolition. NIST found no evidence of explosives or pre-planted demolition devices.
Wikipedia
NIST WTC 7 collapse stages free fall
“What was supporting the building during those 2.25 seconds of near free-fall collapse?”
During the 2.25 seconds of near free-fall observed in WTC 7’s collapse, there was negligible structural support resisting the descent of the upper section of the building. According to NIST’s final report, this occurred because critical internal columns (particularly Column 79 and others in the core) had already failed due to prolonged fire exposure and thermal expansion, which led to the buckling of key structural elements over eight stories.
As a result, the upper portion of the building fell through the path of least resistance—essentially without resistance from the lower structure—for approximately 105 feet (32 meters). NIST states:
“The north face descended at gravitational acceleration, as the buckled columns provided negligible support to the upper portion of the north face.”
This phase ended when the falling mass encountered the remaining intact structure and debris pile below, which then provided increasing resistance.
While this period of free-fall has fueled debate, NIST attributes it to progressive internal structural failure initiated by fire, not the use of explosives.
Wikipedia
NIST WTC 7 free fall 2.25 seconds explanation
“How many columns were supporting the building in total?”
WTC 7 had a total of 82 columns in its structural system:
- 26 exterior columns (14 on the long north and south faces, 6 on the short east and west faces).
- 56 interior columns, including a central core and transfer structures.
These columns supported the building’s gravity loads, with the failure of a key interior column (Column 79) initiating the progressive collapse after prolonged fire exposure.
Wikipedia
WTC 7 structural column layout NIST
“How many of these columns failed, leading to the near free-fall collapse of the building?”
According to NIST, the collapse of WTC 7 was initiated by the failure of Column 79, a key interior column weakened by fire-induced thermal expansion. This triggered a cascade of failures:
- First, Columns 79, 80, and 81 (the three easternmost interior columns) failed, progressing up to the roof.
- Then, all core columns from Column 58 to Column 78 (21 columns) failed sequentially from east to west.
- Finally, the exterior columns buckled, leading to total collapse.
In total, 24 interior columns (Columns 58–81) failed in rapid succession, leading to the near free-fall descent. This progressive failure, not simultaneous destruction, explains the collapse behavior.
Wikipedia
NIST WTC 7 column failure sequence
“What was the time period between column 79 failing and the final exterior columns failing?”
According to NIST’s analysis, the time between the failure of Column 79 and the collapse of the exterior façade was less than 1 second. The sequence unfolded rapidly:
- Column 79 buckled after losing lateral support due to fire-induced floor failures.
- This triggered the immediate failure of Columns 80 and 81, progressing upward to the roof.
- The collapse then spread east to west across the core, with all interior columns (58–78) failing in quick succession.
- Finally, the exterior columns buckled, leading to total collapse.

