Try the cached page: http://webcache.googleusercontent.com/search?q=cache:AX6DI2E8pl8J:www.fireengineering.com/articles/print/volume-155/issue-10/world-trade-center-disaster/volume-ii-the-ruins-and-the-rebirth/fireproofing-at-the-wtc-towers.html+&cd=1&hl=en&ct=clnk&gl=us&client=firefox-a. Not sure why I was able to see it the first time and not the second time, but the cached page has the article.There is no article there.
I'm not sure how you would reach that conclusion from what you quoted. It says dislodged fireproofing was a critical problem; whether it was dislodged by the plane impact or it had already been dislodged, it wasn't there, rendering the steel more vulnerable than it otherwise would have been--whether it was already deficient, dislodged by the plane impacts, or some combination of both.But I will one up you with a tale from NIST:
from : http://www.nist.gov/public_affairs/releases/wtc_latest_findings_1004.cfm
You aren't now deviating from the official stance and going out on your own to develop an unproven hypothesis are you?
The idea of deficient fireproofing has some foundation. The South Tower collapsed after less than an hour; only a few floors of fireproofing in the impact zone had been replaced after the building's fireproofing was found deficient. The North Tower stayed up for another forty minutes; all of the fireproofing in the impact zone had been replaced after it had been found deficient. Obviously there are other factors that could explain why one tower lasted longer (higher impact site, different strike angle, etc.), but this could have played a role too: perhaps more fireproofing was dislodged in the South Tower, since it hadn't been replaced.