No one colored the NIST's simulations? Damn, you guys are so unfair. Can't even speculate under your own report's models?
If I ever produce a compilation of possible insulation damage versus fires, will you guys at least read it? Or ya'll just label it as SPECULATIONS FROM A 18 YEARS OLD and call for ad hominem's? Give it a try for once. This topic hasn't been discussed before, you know.
Anyway, I said I was going to answer the posts which I haven't answered to before. So here goes a long post.
Here we have the fundamental problem. You can't discuss the impact damage and the fire damage individually. They both contributed to the collapse, and any attempt to separate their effects is both misguided and ultimately doomed to failure.
I've said it before and I'll say it again: This event was complicated. Attempts to "simplify" it are less than useful. There's a reason they used highly trained and experienced people to study it. If you're not one of those people, you'll be hard pressed to find any actual errors in their work. Most "problems" people will find will be a function of their own misunderstandings, and not errors in the report.
The NIST itself simplifies phenomena of the event by offering smaller models and formulas. Why can't we criticize it if it's within our reach? All I'm asking for is for a Insulation damage compilation, and all they gave up to the point I'm reading, are Pellets and vibration damage. My skepticism requires more, especially coming from a 1000-page report.
I do not, because the engineers who studied these issues do not. Your arguments, like those of so many 9/11 CTs, are founded on personal incredulity. You haven't read the relevant material, but you don't believe that the collapses should have happened as they did, so you invent improbable scenarios to satisfy your lack of specific knowledge.
Please read the reports. Your imagination is not a substitute for engineering studies.
(Old quote, yeah I know)
I'm at it, I've read the whole 6-1a today and yesterday (altho that's not even 1/10 of it all, might take a few months until I'm done reading the fundamentals I don't concur with. I won't stop, though.
Where are you getting these numbers? If it's from your own assumptions, then that's the problem right there. Does NIST require the bowing across 5 floors? I've never seen anyone claim this.
And would the bowing have to be uniform across the entire floor? If you think so, you need to explain why.
The NIST says very little of what would they require of such a collapse, considering they didn't analyze it - it wasn't necessary, right? If they did, can you show me what their exact scenario was?
NIST did not agree with this. You quoted yourself, in your first post in this thread, that they explicitly do not make that assumption: "NIST
made the conservative assumption that insulation was removed only where direct debris impact occurred..."
Where did you pull the 5 floors above figure from?
That came from the top of my head. Pardon me, but could you tell me what's the correct estipulation made by the NIST, or any expert which supports the collapse? Please?
My input is pretty weak but I would like to know what yurebiz thinks it would take to knock off the amount of fireproofing NIST claim is needed to handle enough fire to provide a grounds for collapse (and thats with LOWER BOUNDS).
Yurebiz why cant you accept what the experts say? Do you have any other reason then you dont understand? what makes you think this? any particular thing? You do know that debree was forcefully ejected threough the other side of the building, so why couldn't similar debree have enough force to remove fireproofing?
Yeah, I can't accept what the experts say. I have to ask questions first, read their stuff later. You know, common CT approach, sort of derived from skepticism as well. Before answering that question, can you tell me how much fireproofing does the NIST says it was necessary again? I don't feel like speculation on 2 factors at the same time yet again, ya'll call me bad names, and make me cry, and stuff.
I understand why you would want to keep the debate at the "laymen" level. CTist (not saying you are) want to keep it at that level because they are not qualified elevate it beyond that (but sadly that doesn't prevent them from reaching conclusions).
Does it seem odd to you that you've never read a detailed, thorough analysis refuting the NIST reports by a professional structural engineer, or have you? Now I've read CT documents about NIST, but they were not written by professional structural engineers and are not so much as refuting the details, as claiming NIST ignored what they believe are important details.
Well I have yet to read any concrete hypothesis about the collapse from the NIST as well. So I guess the concerned experts don't have much to debunk then, since most of the NIST's work is speculative data. Plus, they won't release the computer model they've concluded a possible collapse on... so what is really left to refute? You can't disprove, 100%, that speculative data is manipulated; that the input data is manipulated; if you haven't got their full simulations. Hell, no one knows how many degrees was inside that tower, nor how many trusses were dislodged. Have anyone got a camera and got in there?
Concluding, experts can't debunk estimations, nor testing reports. They could contest the simulations, upon their release.
One can also note that the inward bowing observed in the north tower was on the opposite side from the impact. That is indeed where the fires were the worst in the north tower. So you have inward bowing and consequent loss of load carrying ability on one side and on the directly opposite side of the building you have severed perimeter columns and consequent lack of load bearing ability there as well. Added to this are a few severed and impact damaged core columns and fire further weakening the core columns that are still carrying any load.
[...]
Now one can argue as much as one wants about whether or not fire could cause this sagging of the floor trusses. FACT is that there was inward bowing of the perimeter columns observed which became slowly more pronounced as time went on. This certainly could not have been accomplished by any fast acting method of causing a loss of structural strength such as explosives or thermite.
Cool, so I guess one can consistently argue about whether the trusses were dislodged from SFRM or not, right? That's a step foward. People here refute trusses from NOT being dislodged at all. I believe there's a chance on everything. Trusses bowing or not, that doesn't mean it was due to insulation dislodgement. That's simply inverting the cause-effect patterns. Same as load transfering. As far as any speculation goes, it could have been a few well placed cut-charges as well. The probabilities involved are only based on your way of seeing the different factors pieced together (AKA. CT DELUSION). I don't mind people saying that it could have probably happened this way, as high likely they might put it; I just can't stand them taking it as truth, for no concrete reason. Hell, even I say it's more likely the former. It's just the way it's done.. and the way it's "proven".. that bothers me.
I appreciate your input, I feel honesty is LACKING here, except for you and maybe a couple others.
I just want to point out that it was only the floor trusses inside the impact zone that have relevence in the impact-stripped steel-heat-collapse sequence.
We have photographic evidence of very poor insulation on the floor trusses.
It was these floor trusses that sagged due to heat and caused the collapse. Not the core columns. Not the exterior columns. Not any "beams". The spindly poorly insulated floor trusses. That's all.
-Gumboot
Ok, thanks. I've noticed that on my own way through reading (both links given and the NIST), and I'm sorry that I had previously stated that both columns and trusses had their part on it. Thats a fundamental "detail", although my points are still roughly the same.
I said I was done here for now, but I do have a bit to add.
Aside from the obvious fact that Dave is a Tory shill, he's made several instructive posts here about fire resistance testing and how CTs misuse the results of various tests.
This
quote from NIST's Shyam Sunder appears to support that statement.
[FONT=Arial, Helvetica, sans-serif][SIZE=-1]
[/SIZE][/FONT]However, that comment was made in 2004, before the NIST investigation was complete. I don't believe the final report supports the claim that the tower fires themselves were more severe than the fires in the four floor assembly tests.
However, I can think of some major differences between the test assemblies and the actual floors in the collapse zones:
1) The test assemblies were undamaged.
2) The test assemblies had new, intact fire insulation applied to a uniform thickness.
3) The test assemblies were subjected to a constant, relatively even heat with even ventilation, rather than to a spreading fire with uneven ventilation that causes uneven heating and cooling of the steel.
4) The test spans were 17 feet and 35 feet, as opposed to the 60-foot spans in the areas of collapse initiation (South side of WTC 1 and east side of WTC 2). This was an area of concern, as Sunder notes:
Yes yes I agree with all the above. Except that I thought you were a bit mild in explaining the ventilation.
But oh man, I tell you, I'm no expert, but if someone ever tells me that the fires performed at the NIST tests were lesser than the WTC fires, I won't even quote them anymore. And I'm not explaining why, I swear to God.
A global collapse as opposed to -- what? Did you think that only one half of the building should have collapsed, or do you think the moving portion should have toppled off instead of going straight down?
If the intact steel beams were sufficient to hold up the upper section of the tower, then it wouldn't have collapsed. If they were not, then there is nothing to stop it from collapsing globally.
Why do I make this claim? Think about it: There are a number of columns that cannot support the weight of the upper portion of the towers because of damage, and a number of others that can. If the building is going to collapse, then there will be a point in time when the set of columns that were previously able to hold up the building are no longer able to do this. This is where the collapse would begin, NOT where the columns have already been compromised.
I believe the WTC were the only buildings that ever collapsed. Plus Santa Claus and the Eastern Bunny did it.
Seriously now what does me having to believe "how should the towers have collapsed" has to do with this? Hell I've did so much speculation already. Stop beating me. Why don't you go ask the NIST what they think about it? Why don't ya ask for their computer simulation? Geez, stop picking on me so much, and start being skeptic against the ones who deserve it. I'm not the onw who says that the way the buildings fell is irrelevant to the investigation.
Patently untrue.
In fact there were more core columns hit in the south tower. The entire aircraft hit the building so characterizing it as near miss is simply ignoring that a plane with a wingspan over 100 feet completely hit the building from wingtip to wingtip. In fact the starboard wingtip came no closer than 10 feet to the corner column. The plane was also turning towrds the center of the building when it hit so it was heading towards the core. It was also faster than the plane that hit the north tower. Furthermore it hit one the side with the short span to the core. The building was square but the core was rectangular. this meant that anything that did reach the first core columns lost less speed than a similar piece in the north tower since it travelled a shorter distance to get to the core. Adding to this is that the core was longer along the path of the debris on this side than in the north tower so any dense object entering the core could hit more columns than a similar piece in the north tower.
One engine of the plane that hit the south tower went right through since it missed the core. Instead it tore through perimeter columns on both sides.
In the north tower another piece(a landing gear IIRC) punched out perimeter columns opposite the impact side. However each plane also hit the flooring differently. In the north tower both engines hit the flooring harder than in the south tower IIRC. This meant that going into the core the engines of the plane that hit the south tower lost less velocity to impact with the concrete floors.(which explains how one engine manages to exit at about 100 MPH)
Yeah I had read through that yesterday. But that is based on their computer models, ain't that right? The ones which disclosed graphs I posted yesterday as well. And we don't have full information on them. I don't see how the hell would the south tower have more core columns damaged. There was clearly more energy wasted when the plane debris exploded towards the immediate outside of the tower. Should have done less damage.
And yes i have seen that piece of debris. That did change my view a bit. I thought the core columns had stopped it all, on the WTC1, but seems like debris got through anyway. What I think is, since the explosions all try to escape through the path of less resistance, the plane debris would rather keep going straight foward untill it reached an escape point on the other side, rather than try to maze it's way out throughout the building. It does makes me wonder what kind of damage that could have done in the interior then. A wider range of dislodgement comes more open to my mind, but it's still not enough for my ideal scenario. I've included your thoughts on the model coloring images though, thanks for pointing that out.
I can't really comment on this thread, since I have 0 structural engeneering knowledge, but I do find promising that Yurebiz, an 18 year old, is at least willing to read the NIST report.
Just my impression so far.
Cool. What do I win?
The damn debris went all the way thrugh the damn building, you nutcase!
What makes you think it would not "go so far as to dislodge more than 50 ft away form the crash"
Do you even read what you are writing?
oops--I forgot! Cherry-picking is a random event. It doesn't matter what you say, as long as it's something.
What makes you think whatever the NIST think, or doesnt think?
Why don't you show me what you think, or the NIST think, for that matter?
At least I think for myself, rather than just thinking whatever the all-mighty Experts tell me to think. And they don't even say anything conclusive at all. Doesn't that make you think? Regardless, show me what you think so we can think together.
I'll refrain from typing the word "think" for a few weeks starting now.
I think you also have to allow for the effect of vibration on the fireproofing. When the planes hit the steel structure, it would have set up vibrations all along the interconnected latticework, which would have shaken off a lot of stuff as well, if the adhesion to the steel surface wasn't good, which we know it wasn't, based on the inspections done when they renovated some floors.
That, combined with the impact damage, could have removed most of the fireproofing.
One thing I noticed at the vibration formulas, is that they only account for surface detachment. Because most insulations go around the beams, they forget to account that it would be necessary to actually fracture the insulation so it would break off the trusses. On the upper beams of a truss thought, the ones in contact with the concrete floors, don't have insulation completely around them, so I could buy that some of those might have broke apart, close to the impact points, and in weak spots thanks to the irregular SFRM.
But still, all the NIST says about that, is that it
could have knocked off some fireproofing, as supported by the equations (which do show a minimal amount of energy required, though the inputs are somewhat estimated). They don't go as far as to test anything, like they did with the pellets.
Besides not citing
where exactly they think that kind of phenomena occured, they don't say it as a fact as one of the main reasons that insulation got knocked off. They barely say where do they think insulation was knocked off due to the direct plane crash either, if it wasn't for the few pictures made from the computer simulations. And they don't state that as conclusive either, they just say it's a possibility. (Hell, the whole collapse is a possibility)
As Woody- pointed out, there's really no need. Leave the speculation to
speculums.
Has anyone in this board ever speculated anything at all? Isn't it the job of skeptics to speculate the reasons behind phenomena, other than the given explanations? You gotta speculate when there's no other conjecture around.
I'm a frigging CT and I'm the only one doing it. Not even the NIST has done such a thing; they just produce a shadowy computer model which no one has ever seen, and release a couple pics which show the POSSIBLE damage outlines, POSSIBLE insulation damage, etc. Heck, can't we all just for once be honest and share what we think? I feel like everyone is hiding behind the "Possible line". WTC collapsed because the event was "Possible". Islamic Terrorists killed 3000 in a suicide attack because it is "possible". Hell, I know it's possible, and I very well agree with you, it was very likely. But can't we for once, for skepticism's sake, speculate on ALTERNATIVE scenarios? Or is that too much for you? It's too much for frigging skeptics, to defy to anything other than a report based on SPECULATIVE DATA; to defy a commission report which you AGREE it's whitewashed. You get what I mean? It sure was too much for the NIST, hence they didn't solidify any scenario at all, and didn't divulge their computer models.
Please give input, I don't care if you want to ostracize me in the same reply, but please, tell me what you think about the insulation damage. Tell me what general area you're talking about, so maybe we can agree on a scenario, at least in these forums, as our government has failed to provide us with one. If you can't at least do that... then what the hell are you basing your faith on? GIEV INPUT, PLEASE. Thank you.