View Single Post
Old 2nd January 2008, 06:45 PM   #167
Tony Szamboti
Join Date: Jun 2007
Posts: 4,965
Originally Posted by cmcaulif View Post
Why would this be a problem when the members are undergoing an inelastic buckling mechanism at relatively low strains?

The WTC columns would not undergo compressive failures, as you sem to think.
What does the slenderness ratio of a structural steel column need to be to be in the inelastic buckling range?

What were the slenderness ratios of the central core columns at the collapse initiation sites of the 98th floor in the North Tower and 82nd floor in the South Tower?

Last edited by Tony Szamboti; 2nd January 2008 at 06:46 PM.
Tony Szamboti is offline   Quote this post in a PM   Nominate this post for this month's language award Copy a direct link to this post Reply With Quote Back to Top