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Granted, not all can be discerned about someone on a message board. But sometimes, it becomes more apparent once you read the bulk of someone's post's.
For instance, all of your posts contain grammitical errors and misspellings - using "your" instead of "you're", "someone" instead of "someone's", and so on.
That says something.
Also, claims that nukes could have been used, cgi fakery was employed and all the eyewitnesses were hypnotized, holograms..... this also speaks about the grasp on reality that any particular poster that posts about this possibility, has.
So generalities CAN be assumed about any certain poster's intelligence level, or education, or level of mental health.
There's more points I can make, but I'm sure it'll be lost on you....
Originally posted by tezzajw
1-Yes NIST does state that, I've read the report.
2-However, the alleged point of collapse was column 79, not floors 12 and 13.
3-Where does NIST state that there was higher fuel loads around column 79?
Originally posted by Griff
1-If you had followed along in my calculations, I showed that without this magical number (600C), the calculations fail. And NIST nor Newton's Bit can prove that the exterior columns were 600C.
2-So, I guess I'm a cwazy twoofer then?
Originally posted by cashlink
Do NIST computer models meet the International building codes?
Google Video Link |
Google Video Link |
Google Video Link |
Seymour Butz what can you tell us about NIST computer models and do you think they meet the international building codes?
Looks like you missed Griff's post where he seemingly says that NIST isn't expected to meet those standards.
I CAN say that it would have been better if they did however. But I can also say that to troofers, it would make no difference, for they would find another reason to try and minimize the NIST Report on 7.
To me, it appears that NIST is aware of this unsavory fact about the troof movement
and as such, will not go down the slippery slope of jumping through all the ridiculous hoops that troofers want them to jump through, just because they have "questions".....
Originally posted by Seymour Butz
1- then you know that they stated that the paper fuel was higher throughout the entire floor. Col 79 would be included in that area, right?
2- And what caused the buckling of 79? The floor failures, which led to a long unbraced length, right?
3- I thought you said you read the Report? I thought you said you were aware of their statements? Remember that the area around col 79 would be included would be included in the statement that the whole floor had a "very high" paper load, right?
I'm not a structural engineer. I'm not qualified to answer that question. I don't know how the ICC standards are governed.
So why are you dodging my on topic question? What do you have to say about Griff seemingly saying that NIST isn't expected to adhere to the ICC standards? You're just dodging because it's inconvenient to you, right?
I'm not a structural engineer. I'm not qualified to answer that question. I don't know how the ICC standards are governed.
Originally posted by tezzajw
Originally posted by Seymour Butz
Originally posted by tezzajw
I'm not a structural engineer. I'm not qualified to answer that question. I don't know how the ICC standards are governed.
So what was your point in asking in the first place?
Originally posted by tezzajw
I didn't ask anything. I agreed with Griff that NISTs computer models are dubious, as are there input parameters and their results.
Originally posted by Seymour Butz
[And since, as you admit, are not an SE, how did you come to this conclusion, since it regards SE?
Just following along?
Not really vetting what Griff says?
Originally posted by tezzajw
Remember that the NIST model produced 62,200 pounds of jet fuel as an output parameter, with an input parameter of 62,000 pounds for the simulated spread of jet fuel in the WTC tower. That's a 200 pound mistake.
Originally posted by Seymour Butz
Try to stay on topic, eh? The thread is about the ICC codes.
Originally posted by tezzajw
It is on topic, Seymour
Originally posted by Seymour Butz
FAIL
So, do you have anything to say about NIST using or not using the IBC codes? Did you notice my response before?
Notice that I'm on topic?
Can you post anything relevant to NIST using or not using the IBC codes?
Also, limitations and applicability of the model must be included as part of the documentation.