grandmastershek
Graduate Poster
- Joined
- Nov 2, 2009
- Messages
- 1,461
Has RedIbis fled this thread and abandoned his argument?
You must be new.
Has RedIbis fled this thread and abandoned his argument?
My guess is that in failure analyses, engineers need to be specific as to the causes and mechanisms. If engineers talk about truss sag, they are talking about trusses sagging. If they talk about truss failure, they are talking about broken or disconnected trusses, i.e., their inability to carry any load.
I'm an engineer as well (mechanical), though I certainly don't have a CV like sylvan8798's.You say that even though an actual engineer in this very thread disagrees with you?
Shouldn't arrogance at least come with some manner of intelligence?
Has RedIbis fled this thread and abandoned his argument?
Your guess ignores the points I made. If you'd like confirmation of my points, I can refer you to several engineers who work in the Structural Failure Analysis laboratory just down the hall from me at work. Perhaps they can explain things more clearly than I can.My guess is that in failure analyses, engineers need to be specific as to the causes and mechanisms. If engineers talk about truss sag, they are talking about trusses sagging. If they talk about truss failure, they are talking about broken or disconnected trusses, i.e., their inability to carry any load.
Stop taunting, it's childish. I got bored with the jref carousel of semantics. I pointed out specifically where Dr. Q found fault with NIST's conclusions, you ignored them.
"Scale Modeling of the 96th Floor of World Trade Center Tower 1", Ming Wang, Peter Chang, James Quintiere, and Andre Marshall, ASCE Journal of Performance of Constructed Facilities, Nov/Dec 2007, p. 420The NIST report shows that the diagonal webs in the floor trusses buckled when the steel temperature reaches 565°C. The scale experimental result in Fig. 11 shows that the truss reached 565°C at around 80–90 min prototype time. This result indicates that the floor trusses would begin sagging significantly at 80–90 min. The visual record shows that “the inward bowing of the south exterior wall was first observed at 10:23 a.m. (NIST 2005) which is 96 min from the airplane impact. Hence, the scale experiment results match the WTC observation.
... The scale experiment result reproduced a timeline of the prototype. Along with the numerical simulation results conducted by NIST 2005, the scale experiment results indicate that the long-span floor trusses at the southwest corner would begin sagging significantly at 80–90 min prototype time. This corresponds to the visual record which shows that the inward bowing of the south exterior wall was first observed at 96 min from the airplane impact.
Stop taunting, it's childish. I got bored with the jref carousel of semantics. I pointed out specifically where Dr. Q found fault with NIST's conclusions, you ignored them.
Just put him on Ignore.
It's not a problem of ignoring opponents to the NIST report so much as it's a problem of some of its opponents not even grasping the premise of the legitimate criticisms when they use them as part of their underlying argument. What did you think would happen after ignoring/evading the responses when this was pointed out to you? Not just here, not just once, but in multiple occasions and threads over several years...
and even win an argument even while ignoring all possible opponents.
The entire argument was based on semantics. Dr. Q disagrees with NIST's conclusions and methods. Mackey, Hock, and others think this is subtle. I don't think it's subtle at all. A difference of opinion. I'm willing to move on with my life. Others are not.
I just think it's very telling that in a thread about published papers criticizing NIST, the best truthers can do is bring up Quintiere, who in no way, shape, or form supports their position that it was impossible for fire and impact damage alone to make the buildings collapse.
...the best truthers can do is bring up Quintiere...