econ41
Senior Member
@Thomas B I note with some sadness that once again you have persisted in forcing a discussion into a stalemate. How many times is this over several years? 4 or 5 previous occasions?
Thank you for at least responding with claims that are sufficiently clear to address.
WTC7
(a) was a steel-framed building;
(b) vulnerable to fire;
(c) designed to a "fire rating"
(d) which by definition provides for active fire fighting << which was deliberately not undertaken
(e) plus sprinklers << which were ineffective.
Those factors and others of lesser significance are part of the "design envelope" (As I described it - NOT as a single factor issue as posted by Gamolon.
So your first assertion is nonsense and your pair of "as long as" qualifiers are irrelevant. With no active fire fighting and no sprinklers, the "design envelope" was already exceeded.
No active fire fighting and no effective sprinklers meant that WTC was subjected to gross trauma outside the range of parameters it was designed to resist. (And there are more that we need not define at this time)
Column 79 was a weak link exposed by gross trauma beyond design limits. It was NOT a faulty design. And I along with at least one other member disagree strongly with your attempt to impart blame.
So once again @Thomas B I run out of patience with your evasive game playing.
Thank you for at least responding with claims that are sufficiently clear to address.
I have responded to every claim that presents a reasoned relevant argument and is not a confused mess of ambiguities and irrelevancies. I note you say "seem". i.e. your perceptions. Those perceptions do not align with the reality of the preceding discussion.You sometimes seem to just re-ask quesstions that I've explicitly disagreed with, without engaging with my objections.
You are wrong. When sprinklers are provided as part of the means of ensuring a "fire rating" they are assumed to work to a defined standard.I do not agree that the structural design of the building assumed that sprinklers would work.
You are wrong on both of those "understandings".My understanding of the design principles is that the fire rating of the steel structure (including fire insulation) assumes that there are no functional sprinklers and no firefighting.
Read your previous comments and my response.Also, my understanding is not that the building is expected to collapse after the rated time.
That is wrong. AND I have now at least 5 times told you what the "fire rating" time provides for.Rather, the fuel is expected to be exhausted after that time, burned out.
The "fire rating" for the building is the fire rating for the building. It in part relies on component rating. More specifically the individual component ratings have to comply with and support the overall building rating.Also, it's not the whole building, but the local components that are fire rated.
That is total confusion. And another fact I have explained multiple times and you refuse to engage with the explanations I am trying to provide. The fundamental issues for your ill-defined question about "Achilles" are - for possibly the 6th or 7th time:That is, a building could burn for 24 hours without exceeding the design envelope as long as the fires are exhausting themselves and moving on from office to office, floor to floor.
WTC7
(a) was a steel-framed building;
(b) vulnerable to fire;
(c) designed to a "fire rating"
(d) which by definition provides for active fire fighting << which was deliberately not undertaken
(e) plus sprinklers << which were ineffective.
Those factors and others of lesser significance are part of the "design envelope" (As I described it - NOT as a single factor issue as posted by Gamolon.
So your first assertion is nonsense and your pair of "as long as" qualifiers are irrelevant. With no active fire fighting and no sprinklers, the "design envelope" was already exceeded.
No active fire fighting and no effective sprinklers meant that WTC was subjected to gross trauma outside the range of parameters it was designed to resist. (And there are more that we need not define at this time)
Column 79 was a weak link exposed by gross trauma beyond design limits. It was NOT a faulty design. And I along with at least one other member disagree strongly with your attempt to impart blame.
Yes. The proximate trigger for the collapse was "walking" which is a consequence of heat<>cool cycling. AND totally irrelevant to what I am explaining and you are both ignoring and denying it.The structure heating up and cooling locally within the fire-rated time.
False generalisationThese are all pre-9/11 understanding of structural response to fire,
Wow. As I have said previously both building design and the relevant fire science are evolving. Always have. Always will. 9/11 is a significant but not the only example. There is a world outside of USA.of course. NIST explicitly said that the science had to "evolve"
Of course. But repeating the truism does not progress our discussion.on this in light of the events of 9/11, not least the collapse of WTC7.
So once again @Thomas B I run out of patience with your evasive game playing.