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Originally posted by The All Seeing I
Can someone please enlighten me on the specific architectural features that were designed/built in to all three towers (1, 2 & 7) that would by default be enacted when the buildings were put under distress... and specifically what kinds of "distress" and location(s) would put such preventative measures into action?... give me solid sound independent objective science.
Originally posted by ThichHeaded
Again fire + steel = no collapse its just that simple, who is it that you cant see that. I would like real proof the fires took the towers down.
Originally posted by CameronFox
Sure, no problem:
Gravity
Originally posted by CameronFox
Ah, you silly truthers....you forgot some of that equation.
It would be:
Airplane + speed + explosion + damaged fireproofing + structural damage + fire + no sprinklers ....... see, you guys seem to leave that plane out.
Originally posted by CameronFox
Originally posted by ThichHeaded
Again fire + steel = no collapse its just that simple, who is it that you cant see that. I would like real proof the fires took the towers down.
Ah, you silly truthers....you forgot some of that equation.
It would be:
Airplane + speed + explosion + damaged fireproofing + structural damage + fire + no sprinklers ....... see, you guys seem to leave that plane out.
Can someone please enlighten me on the specific architectural features that were designed/built in to all three towers (1, 2 & 7) that would by default be enacted when the buildings were put under distress... and specifically what kinds of "distress" and location(s) would put such preventative measures into action?... give me solid sound independent objective science.
The tube-frame design, earlier introduced by Fazlur Khan, was a new approach which allowed open floor plans rather than columns distributed throughout the interior to support building loads as had traditionally been done. The World Trade Center towers utilized high-strength, load-bearing perimeter steel columns called Vierendeel trusses that were spaced closely together to form a strong, rigid wall structure, supporting virtually all lateral loads such as wind loads, and sharing the gravity load with the core columns. The perimeter structure containing 59 columns per side was constructed with extensive use of prefabricated modular pieces each consisting of three columns, three stories tall, connected by spandrel plates.[25] The spandrel plates were welded to the columns to create the modular pieces off-site at the fabrication shop.[26] Adjacent modules were bolted together with the splices occurring at mid-span of the columns and spandrels. The spandrel plates were located at each floor, transmitting shear stress between columns, allowing them to work together in resisting lateral loads. The joints between modules were staggered vertically so the column splices between adjacent modules were not at the same floor.[25]
The core of the towers housed the elevator and utility shafts, restrooms, three stairwells, and other support spaces. The core of each tower was a rectangular area 87 by 135 feet (27 by 41 m) and contained 47 steel columns running from the bedrock to the top of the tower. T
A grid of lightweight bridging trusses and main trusses supported the floors. The trusses connected to the perimeter at alternate columns and were on 6 foot 8 inch (2.03 m) centers. The top chords of the trusses were bolted to seats welded to the spandrels on the exterior side and a channel welded to the core columns on the interior side. The floors were connected to the perimeter spandrel plates with viscoelastic dampers which helped reduce the amount of sway felt by building occupants. The trusses supported a 4-inch (100 mm) thick lightweight concrete floor slab with shear connections for composite action.