Quote:
Originally Posted by BStyles
The hat trusses were meant to redistribute wind loads from the perimeter walls to the core. On 9/11, with three walls compensating for one damaged one, the loads were redistributed through the hat trusses to an already weakened core, which ironically brought the towers down.
1WTC turns 45 degrees on its base, and unlike the twins, it can probably cut though high winds with no problem. The renderings on 1WTC make it look as if the spire's cables are attached to the communications ring. Thanks for the input, Zen. It's amazing what we can make concrete do.
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The rendering you refer to is old and outdated.
On the prints there are 2 load factors for each perimeter column, expressed in KIPS, the maximum load under compression, and the maximum load under tension, or, the max load if the column is on the Leeward side of the tower or the maximum load if the column is on the windward side. ( Think Hurricane force winds.)
If you put enough rebar in it concrete well sit up and beg, or go fetch a ball.
One day I tried to count the number of #11 rebars running vertically in the core, I gave up ! (First time I ever saw #20 rebar, in 30 years of construction, was at Tower One.)
PS: rebar is numbered by how thick it is in 1/8ths of an inch, #4 rebar is half inch or 12.7mm.