I've seen some recent discussion relative to the catenary forces that pulled the perimeter columns in WTC 2. I was wondering if this has been taking into account:
http://undicisettembre.blogspot.com/2007/06/ups-on-81st-floor-of-wtc2.html
I think NIST didn't consider that factor directly, as the references to the UPS system reduced merely to stating that it existed and caused the tenants to reinforce the floors.
Could that extra weight have a significant role in the pulling of the perimeter columns?
http://undicisettembre.blogspot.com/2007/06/ups-on-81st-floor-of-wtc2.html
I think NIST didn't consider that factor directly, as the references to the UPS system reduced merely to stating that it existed and caused the tenants to reinforce the floors.
Could that extra weight have a significant role in the pulling of the perimeter columns?