Christophera
Banned
- Joined
- May 25, 2006
- Messages
- 2,760
Actually, you've just shown yourself to be a fraud. It's a Universal Column section.
You are way late with whatever your latest evasive compensation is trying to be.
The issue of torsion and the square tower shear wals is actually obvious to most people once they think about it.
How can an inner bunch of steel vertical elements begin to provide more resistence to twisting than 4 perimeter shear walls that are as dense as the 22 inch center to center spacing of the towers when the outer dimensions of the inner bunch of columns is around 1/2 the dimensions of the square walls????.
Particuarly when there is NO plan available showing how they are connected and braced. Notice NONE of BV's nor Farseitects images show any diagonal bracing of the supposed columns they attempt to evidence with misrepresented images.
Even Gene Corleys fake analysis fails to be seen in any images except for the one he misinterprets with imagery enhancing what is actually the inner wall of the outer steel framwork of the "tube in a tube" construction.
The wall formed by interior box columns annotated, "MASSIVE BOX COLUMNS" in the linked image. The rectangular framwork formed by interior box columns and floor beams is clearly seen.
There is no evidence from the demo images supporting the supposed "steel core columns" because they did not exist.
There is redundant support from the raw evidence of images from the demo for the concrete core.
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