Christophera
Banned
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- May 25, 2006
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Independant Engineers Have Web Sites About The Concrete Core
http://www.unc.edu/courses/2001fall/plan/006e/001/engineering/
A Description of the World Trade Center
The twin towers of the World Trade Center were essentially two tubes, with the north tower (1,368 feet) six feet taller than the south tower (1,362 feet), and each were 110 stories tall. Each tube contained a concrete core, which supported only the load of the central bank of elevators and stairwells (Snoonian and Czarnecki 23).
2 1/4" rebar is the biggest in the standards.
http://www.sizes.com/materls/rebar.htm
it looks like for vertical walls rebar spacing doesn't typically exceed 24" on center (don't really have a link for this.)
BTW, the little BBC graphic is wrong about concrete. That image was first used by the BBC on 9/13/2001, 2 days after the collapse. I doubt very much they verified the accuracy. They reused the image in an article on October 4, 2001. However if you actually read the article you'll find it says "But the steel supports in the central cores supporting the towers were protected from fire by plaster that had been sprayed on to them." Plaster is not concrete and fire protection materials of any sort are not structurally supporting.
http://news.bbc.co.uk/1/hi/sci/tech/1579092.stm
Another article, from March 7, 2002, states "The drywall fireproofing surrounding the central columns was highly fire-resistant but not very strong." This matches what I remember from a Nova episode, that the steel central core was protected by fire-resistant drywall (two layers) that was blown off by the explosion exposing the steel.
http://news.bbc.co.uk/1/hi/sci/tech/1858491.stm
http://www.unc.edu/courses/2001fall/plan/006e/001/engineering/
A Description of the World Trade Center
The twin towers of the World Trade Center were essentially two tubes, with the north tower (1,368 feet) six feet taller than the south tower (1,362 feet), and each were 110 stories tall. Each tube contained a concrete core, which supported only the load of the central bank of elevators and stairwells (Snoonian and Czarnecki 23).