Tony Szamboti
Illuminator
- Joined
- Jun 2, 2007
- Messages
- 4,976
I will do the calculations to support my stated estimate. Do you want to tell me what column size we're dealing with (location of the charges)?
Why don't we both do all of the outer core columns on the 50th floor. That would consist of all of the 500 and 1000 rows and the end columns of the 600, 700, 800, and 900 rows. You can get the columns cross sections at
http://wtcmodel.wikidot.com/start
For consistency in both our calculations why don't we use a moment arm of 72 inches below the weld.
Do you know how to calculate the moment of inertia or section modulus of the weld? If you don't you can do it with a calculator here
http://www.engineering.com/calculators/properties_of_welds_treated_as_lines.htm
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