Pants-of-dog wrote:jas wrote:
The fireproofing being removed is something that NIST guessed at. The columns were designed to absorb 2000% of their live loads. NIST estimates a variance of between 20% and 35% of load bearing on the remaining columns, with some of the load lessening in some areas, some increasing. Pant's picture over-exaggerates in a gross fashion.
You should provide evidence for your claims. Here is mine:
Please quote the relevant text.
I'm sorry, I must have missed your link to your evidence. Can you please post it again?
As for my evidence...
The discussion on damge from impact begins on page 15/34, with a nice summary on page 23.
The discussion on fire and stress begins on page 24.