http://exoptica.typepad.com/blogoptica/2008/07/why-the-world-trade-center-tower-floors-could-not-pancake-collapse-as-we-have-been-told.htmlWhy the World Trade Center Tower's floors could not 'pancake' collapse as we have been told.
The typical floor structural configuration for the World Trade Center Towers spanned from the exterior wall columns to where the inner columns and a welded cage of steel formed support for the elevator shafts, stair towers, air shafts and mechanical systems, as well as, transferring floor and roof loads to the reinforced concrete foundation/footing structure sitting on bedrock some 70' below grade. Leasable floor areas typically terminated at the service core, where individual floor sections began again according to the floor plan layout. Yes, the individual floors acted as a unified structural 'diaphragm' to stiffen the structure laterally, but the steel composition of each floor was constructed in smaller units of open web trusses spanning between steel reinforced concrete�beams and topped with a steel deck and lightweight concrete. Thus, each floor was NOT a monolithic slab and structural system spanning across each tower from one exterior wall to the other three, as we are led to believe.
Each floor, in fact, terminating at the contiguous inner structural service core, resembled a square 'donut', with the core area being the 'donut hole', so to speak. Failure of floor structural support in any quadrant of the building plan, or even in any half, thus, would have failed asymmetrically. And at the time of failure would not, could not, have 'pancaked' symmetrically as the misleading NIST and commission reports indicate (diagrams shown in these reports are graphically out of scale, and do not accurately represent the building's massive, in fact, over designed, internal structure).
Original WTC Construction Drawings:
http://911research.wtc7.net/wtc/evidence/plans/table.htmlFloor Plan, 35th to 40th Floors (click the link for this)
Building Sections (again, click the link for this)
How do I know this? What is my personal technical reference? From 1970 to 1972 I was a young design development draftsman for the firm of Minoru Yamasaki Associates, the design architectural firm for the WTC. I was part of the team that detailed the complex aluminum cladding fenestration details for similar building and also worked, in part, on detailing the WTC Executive Floor interior paneling and updating the WTC plans to reflect various 'as-built' construction changes. Based on actual project experience, I was, and am, quite familiar with the structural system at work on the towers, both at a technical and intuitive level.
From many videos it is clear that the initial devastating floor overloading was uneven, and then, suddenly, floor by floor, the destruction became uniform as the buildings seemingly demolished themselves. I would have expected a random destructive overload to cause only a portion of the building floors to fail at a time. This did not happen. The failure, thus, appears controlled and suspicious.
For the floors to 'pancake' uniformly, the first floor to fail would require all perimeter connections to fail almost simultaneously on each floor. The towers could not possibly have collapsed in this way as we have been told in the official reports. One floor, coincident, on top of another to start a demolition-like sequence, without powerful external forces at work, forces other than the plane crash--and the relatively low temperature jet fuel fires which burned away quickly--would not lead to a symmetrical, uniform collapse of all the floors. What other external forces could there be? Explosives? It is my view, knowing what I know, that the WTC towers were intentionally demolished.
R H Nigl July 18, 2008
rhnigl@exoptica.com
N.B. Where are the structural drawings? They still have not surfaced available for public review. I know they are available, there must be many copies in archives. Certainly the Port Authority, the City of New York, the architects and the steel shop fabricator's have copies.