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originally posted by: jtrenthacker
Most likely a water main that broke?
originally posted by: KKLOCO
originally posted by: jtrenthacker
Most likely a water main that broke?
S&F never seen that video before.
Water mains are located in the street. Not 60+ floors up of a building.
That is a lot of fluids to be pouring out from that high up.
originally posted by: spirit_horse
Since there was a FIRE, probably sprinklers flooding several floors and just pouring out the path of least resistance.
Water mains are located in the street. Not 60+ floors up of a building.
originally posted by: Flyingclaydisk
a reply to: Lumenari
They might have those types of set ups for domestic water, but they'd still have to have pumps which could supply full pressure indefinitely. That's the law, and it's Code.
originally posted by: neutronflux
a reply to: Lumenari
Would you like to state how many floors of the twin tower actually used asbestos?
"FIREPROOFING" AT THE WTC TOWERS
10/01/2002
www.fireengineering.com... -wtc-towers.html#gref
The initial material used for most of the fireproofing (later withdrawn because it contained asbestos) was a mineral fiber formulation consisting of about 20 percent chrysotile asbestos, 60 to 65 percent mineral wool, and the remainder made of gypsum and Portland cement binder. This was sprayed on structural steel up to the 36th floor and parts of the 37th and 38th floors of the North Tower.
Above this point in the North Tower, and for the entire structure of the South Tower, the spray was an asbestos-free successor to the original product consisting of mineral wool and binder. These formulations were applied to core columns, the outside face of the exterior walls and columns, the long-span steel joists (trusses) that supported the concrete floors, and trench headers for the underfloor raceway system.
In addition, there were a number of areas in the elevator shafts where fireproofing on core beams had been knocked off by elevator cables or had been damaged by foot traffic during installation of the elevator equipment (photo 5).
Fireproofing on joist-to-wall connections was also deficient. The long-span joists were supported by an angle seat welded to the face of the exterior columns. The fireproofing applied in some places was so thin that the angle seat, the shape of the bolts connecting the joist to the seat, and the bolts holding together the spandrel panels could be readily discerned. According to building drawings, these areas should have had a fire rating of four hours. For such a rating, properly applied fireproofing should be at least one to 11/2 inches thick. At this thickness, the bolts and even the angle seat itself would not be discernable (photo 6).
www.fireengineering.com... -wtc-towers.html#gref
originally posted by: dfnj2015
a reply to: LookingAtMars
Whatever it is the official story must be true! Anyone who questions the official story obviously out of their minds.
originally posted by: dfnj2015
a reply to: LookingAtMars
Whatever it is the official story must be true! Anyone who questions the official story obviously out of their minds.