William Rea
Banned
- Joined
- Sep 4, 2006
- Messages
- 983
That's not what they describe. Have you read the report?
Yes, the question mark at the end of my post should be noted. If that is not what they are saying then where have I gone wrong?
I'll quote verbatim...
"As the temperature of the column steel increases, the yield strength and modulus of elasticity degrade and the critical buckling strength of the columns will decrease, potentially initiating buckling, even if lateral support is maintained. The effect is most likely to have been significant in failure of the interior core columns"
"...while portions of the core fell in a somewhat random manner."
"This suggests that collapse began with one or more failures in the central core area of the building..."
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