• Quick note - the problem with Youtube videos not embedding on the forum appears to have been fixed, thanks to ZiprHead. If you do still see problems let me know.

'What about building 7'?

Status
Not open for further replies.
That's not quite true. If the fires in a building are so intense that they distort the steel, do you think that the fire suppression systems will not have suffered such damage as to render them useless?
An example would be the chechnya luxury hotel fire in 2009. The suppression systems were rendered useless and the building burned for 29 hours, but did not collapse.
Do you mean this fought fire? It was in 2013, not in 2009, and lasted less than 8 hours, not 29.
http://www.nydailynews.com/news/wor...ozny-chechnya-engulfed-fire-article-1.1306655

"Emergency service officials said the flames, which were caused by an electrical short circuit, destroyed the plastic trimming on the outside of the building. The interior, however, was untouched, according to RIA Novosti."​

Or do you mean the 2009 TVCC concrete building in Beijing built using the lessons learned from 9/11? That one lasted 6 hours, not 29 either.

Look at what happened to a building in Madrid which had a steel perimeter wall and a concrete core:

Before:
windsor-antes.jpg

After:
windsor-despues.jpg
 
Last edited:
You've done this whole web stiffener CTBUH thing before gerry. CTBUH asked about fin/end plates, things that would strengthen the girder/column joint. Web stiffeners are not mentioned by them, and do not serve the same purpose. I'm not going to bother looking up the old posts to quote since this is obviously some form of fringe reset.

Personally, I have no problem with extra joint-strengthening materials being added. More welds means more money for me, and as unlikely as a repeat of a fire situation like 9/11 is, it means added safety for the building occupants.
 
Do you mean this fought fire? It was in 2013, not in 2009, and lasted less than 8 hours, not 29.
http://www.nydailynews.com/news/wor...ozny-chechnya-engulfed-fire-article-1.1306655

"Emergency service officials said the flames, which were caused by an electrical short circuit, destroyed the plastic trimming on the outside of the building. The interior, however, was untouched, according to RIA Novosti."​

Or do you mean the 2009 TVCC concrete building in Beijing built using the lessons learned from 9/11? That one lasted 6 hours, not 29 either.

Look at what happened to a building in Madrid which had a steel perimeter wall and a concrete core:

Before:
[qimg]http://www.formauri.es/personal/pgimeno/xfiles/11-s/windsor-antes.jpg[/qimg]
After:
[qimg]http://www.formauri.es/personal/pgimeno/xfiles/11-s/windsor-despues.jpg[/qimg]

You're quite right on the date. It's this one
https://www.youtube.com/watch?v=mQ1P2K1j-gQ
As for the fighting of the fire, how many of the floors did they fight that on?
 
You've done this whole web stiffener CTBUH thing before gerry. CTBUH asked about fin/end plates, things that would strengthen the girder/column joint. Web stiffeners are not mentioned by them, and do not serve the same purpose. I'm not going to bother looking up the old posts to quote since this is obviously some form of fringe reset.

Personally, I have no problem with extra joint-strengthening materials being added. More welds means more money for me, and as unlikely as a repeat of a fire situation like 9/11 is, it means added safety for the building occupants.

To be clear, these are not intermediate plates that i am referring to. I am referring to exactly the same elements that the CTBUH were. These -

http://www.scientistsfor911truth.org/otherphotos/WTC7_Stiffeners_Insert_Lines_red_Gray_seat.jpg

Edited by jsfisher: 
Hot-linked image replaced with URL.
 
Last edited by a moderator:
To be clear, these are not intermediate plates that i am referring to. I am referring to exactly the same elements that the CTBUH were. These -

http://www.scientistsfor911truth.org/otherphotos/WTC7_Stiffeners_Insert_Lines_red_Gray_seat.jpg

Edited by jsfisher: 
Hot-linked image replaced with URL.
BrianH has a point, you're making that up. CTBUH's question reads:

"2) If the girders had fin plates or end plates would the building have survived?"

They are not asking about web stiffener plates. They're talking about connections.
 
Last edited by a moderator:
BrianH has a point, you're making that up. CTBUH's question reads:

"2) If the girders had fin plates or end plates would the building have survived?"

They are not asking about web stiffener plates. They're talking about connections.

No Pigmeo, they are talking about plates that are attached to the end of the girder. I think you are getting confused with the girder and the column maybe?
The girder runs between the columns and the beams frame into it from the east. They are talking about web stiffeners, which are shown on the illustration earlier, and also on the drawings.
 
gerrycan, your belief in CD can't be supported by your fault-finding of the NIST report. You need evidence of CD for that, and so far you've stubbornly refused even to outline a CD scenario.

So, how about it finally? Start with the why and we'll move on from there once you propose a plausible motive.
 
Last edited:
So you're not going to offer any evidence for CD I take it.

This is the interesting thing, Gerry is not offering evidence of CD because he doesn't have any but also believes it was CD and also that it wasn't CD.

He doesn't support AE911truth but also does support their claims.

He doesn't support the NIST but also does support the NIST in using their work without supplying an alternative.

He is also an expert in steel framed structures but actually a piano player. When confronted by some one with knowledge ignores them.

He claims to be concerned about issues of public safety, yet as far as I can make out doesn't know what these concerns are.

Wants a new inquiry yet doesn't appear to know why. As far as I have seen has not offered one safety measure that he thinks should be made compulsory in new structures.

In my opinion it's nothing more than trolling. Having said that I wish him all the luck in achieving his goal through a forum such as this. (He will need it):)
 
No Pigmeo,
My first name is Pedro and my first last name is Gimeno. From there, P.Gimeno or pgimeno, but not Pigmeo.

they are talking about plates that are attached to the end of the girder. I think you are getting confused with the girder and the column maybe?
The girder runs between the columns and the beams frame into it from the east. They are talking about web stiffeners, which are shown on the illustration earlier, and also on the drawings.
You just wish they were, but that doesn't make them so. They are talking about fin or end plates. A fin plate is a kind of connection; an end plate is another kind of connection. This link shows both kinds:
http://www.steelconstruction.info/Simple_connections#Flexible_end_plate_connections

Making stuff up won't help your cause.
 
Here’s a partial list of what you are wrong about:
1. The beams can expand more than 6.25” due to temperatures greater than 600C. NIST’s 16 floor Fire Dynamics Simulator showed much greater temperatures than 600C.
gerrycan already knows this. Here is a spreadsheet he posted some time ago with his numbers.
 
Yes, the fact that the seat plate under the girder was 12" as opposed to the 11" claimed by NIST. The fact that a 53 ft beam cannot expand by anything like 6.25" as claimed by NIST and also the fact that NIST left out some crucial elements in their analysis of their supposed initiating event at the column 79 connection.
Have you or anyone else in your group done an analysis of that connection that shows it was impossible for that beam to fail/walk off?
 
Have you or anyone else in your group done an analysis of that connection that shows it was impossible for that beam to fail/walk off?

I'm still trying to figure out why Gerry thinks walk off is impossible, let alone show it was.

His argument, from what I've read to this point, is so convoluted it's almost if he's intentionally trying to confuse people into submission.
 
Everyone agrees that regardless of what form of damage 7WTC sustained on 9/11, it was gravity that brought it down.


BlockBuildingReducedComp_zpsf3155abe.png

For the purpose of illustration, I present a building made of blocks.

The reason for this is to show that there is really only one way that gravity can induce a steel-structured high rise to drop in the symmetrical manner that was observed with 7WTC on 9/11.

WTC7Comp-7302014_zpscb34b8b8.png


Now of course my block building is not made of welded and bolted interconnected steel, but it is still subjected to the same gravitational force as 7WTC.

The beauty of the block building is that it should be an easy structure in which to induce a collapse.

If debris damage and fire can make a steel-structure office highrise collapse, one would expect that debris damage and fire would more easily make a wooden block high-rise collapse.

So how does one make this simplest of structures drop-in-total like what occurred with 7WTC?

Debris damage would certainly reduce it somewhat, but short of striking it with a building-sized bowling ball, part of the structure would remain standing.

An un-fought fire would certainly reduce the whole structure to ashes but I cannot imagine a point where a 'balanced' total structural drop, comparable to what 7WTC experienced could occur.

Of course a fire that did not occur throughout the whole structure would result in only partial destruction.

A combination of debris damage and fire would only result in partial destruction.

Fire on the lower floors would have to equally destroy support across 8 whole floors in order for the structure to drop 8 floors like 7WTC (remember the close to level roofline).

So what would cause this wooden block high-rise to completely drop to the ground.

The only thing I can imagine, is an explosive force acting on the core support at the lower floors which totally removes the structure's ability to resist the force of gravity.

When you consider that 7WTC was not made up of wooden structural members held loosely in place by friction and mass, but by steel, mass, welds, bracing, bolts etc., the ability of debris damage and unfought fires to make the whole building drop for a period of proven freefall, or even close to freefall, becomes virtually impossible.



images_zps5ea8c08b.jpg



CollapseComp-images2_zps58962550.jpg


What about the effect of column 79's presumed failure and the observed drop of the east penthouse?

That still would not explain the largely unaffected attached facade, or the east side dropping in-sync with the west side.
 
Now of course my block building is not made of welded and bolted interconnected steel, but it is still subjected to the same gravitational force as 7WTC.

So is a pumpkin.

If debris damage and fire can make a steel-structure office highrise collapse, one would expect that debris damage and fire would more easily make a wooden block high-rise collapse.

"One would expect" = begging the question.

...I cannot imagine a point where a 'balanced' total structural drop, comparable to what 7WTC experienced could occur.

Maybe because you're comparing apples to oranges?

Of course a fire that did not occur throughout the whole structure would result in only partial destruction.

A combination of debris damage and fire would only result in partial destruction.

That may be true for your model. What makes you think it would also be true for WTC 7?

When you consider that 7WTC was not made up of wooden structural members held loosely in place by friction and mass, but by steel, mass, welds, bracing, bolts etc., the ability of debris damage and unfought fires to make the whole building drop for a period of proven freefall, or even close to freefall, becomes virtually impossible.

Why? Because you say so?

This has to be by far the most absurd line of reasoning you've deployed. You imagine a model structure nothing like WTC 7. You imagine that it will behave a certain way. And therefore you imagine that a steel-framed tall building must behave the same way.

I've heard of begging the question, but this line of reasoning is full-bore, both-knees, hands-clasped, weeping-and-wailing question-begging.
 
There will be no details of what happened on 911. This is not about engineering, or science, it is propagada from 911 truth; a failed movement in the 14th year of BS tactics of spreading lies.

gerrycan - when I approach a would be debunker and steer clear of claims like "inside job", "US govt complicity", and even "freefall acceleration and thermitic material", but just stick to "they got the report wrong, missed out elements and made errors and should redo their analysis"

gerrycan tries to show NIST wrong, when it is FIRE that is right. Like JSanderO who last year was calling JREF NISTIANS, a BS tag line he adopted from his AE911T CTer club, gerrycan thinks people believe blindly in NIST. I doubt gerrycan read NIST or will understand their goals.

gerrycan's motives are to avoid explain his claims at all costs. He is exactly like someone on a religious road ministry, trying to convert, using his special tactic to back in believe in his religous fantasy of CD. It is not that gerrycan has zero engineering experience, gee, he has engineered a tactic of not saying "inside job", not explaining why he believes (which is based on faith alone, he can't offer evidence).

He has a adopted the dumbest tactic for posting at a skeptic's forum, and like JSanderO was once blinded by the BS of 911 truth, gerrycan remains a loyal CD believer.

We can continue our typing tutor work with gerrycan, he is true to 911 truth CD cult, and will drink the Kool-Aid on command.

In a Deets' thread do you expect any evidence. At least Deets would say something was fake, and deny evidence existed. gerrycan avoids spreading the direct lie and thinks exposing NIST made an error will convert people to the dumbed down silent explosives and thermite CD did it Inside Job BS fantasy.

Why can't gerrycan comprehend NIST does not matter, we saw on 911 fire did it, and after the collapse and clean up there was no evidence of CD, only fire damage.

JREF posters have posted Windsor Building in Spain, total collapse of the steel structure, from a fire fought. JREF posters have posted the report for One Meridian Plaza, with floors sagging 3 feet from fires that were fought. Then we have WTC 7, steel structure collapsed due to fires NOT fought.

gerrycan is a layperson, so are many who are not fooled by 911 truth lies of CD with no evidence. gerrycan is a kid compared to many JREF posters, and he was fooled by 911 truth - look at his loyalty to the CD fantasy, you can't find that in many people - a trait of loyalty is counter productive in cults, it take an open mind and fills it with BS, and he protects his fantasy by not explaining it; it is a failed fantasy based on nonsense.

gerrycan knows he is right - he does not care if there is no evidence, he is in a religion of woo, a loyal member until he figure outs it is FIRE, not NIST he needs to stop.

gerrycan thinks by destroying NIST he can backin the dumbest fantasy since Bigfoot, CD. It is hard to find a dumber attack in history, to see gerrycan post an attack based on CTBUH, who agree it was fire, not CD. gerrycan proves it was FIRE, and thinks people will convert to the anti-intellectual CD Inside Job cult.

It fits his don't provide evidence (can't anyway gerrycan has no evidence), but it is comical to see the CTBUH used to attack NIST, then we can have CD mentality of a true believer blinded by BS and lies.

As usual JREF posters in this thread have figured this out on gerrycan's first post. [/TYPING TUTOR BEGIN]

gerrycan, this is a skeptic forum, you came unarmed to present a failed doctrine of CD, and you think NIST is the key; destroy NIST and you got CD... you forgot about FIRE, you forgot you have no evidence on your quest to spread lies and belief in a dumbed down fantasy.
 

The only thing I can imagine, is an explosive force acting on the core support at the lower floors which totally removes the structure's ability to resist the force of gravity.

Ah, just "core support" over an unspecified number of floors now?

What happened to your oft-repeated claim that the observed collapse could only be explained by the simultaneous removal of all vertical support over ~8 storeys?

Too ridiculous for even your tastes, finally?
 
I don't pretend to have all the answers and it is no doubt easier to invalidate a given hypothesis than to formulate an alternative. Initially when I looked, with others at the drawings for 7 the first thing to do was to check what NIST said against the drawings and see if they accurately reflected each other. This was clearly not the case with particular respect to the very connection that NIST homed in on at C79. Straight away, that set alarm bells ringing. ie If NIST can make such glaring errors at the connections they were putting under most scrutiny, then that does not bode well for the rest of their analysis.
NIST did admit some of these errors but failed to account for the difference that these errors could make to their analysis. The right thing for them to do would have been to redo the analysis at that point but they did not.
I am with you (in agreement) up to this point, and that means I am siding against the majority here.
A disclaimer applies: I have NOT looked with great care at the available structural drawings, nor NIST's rendering of it, and so I am taking your claims of fact at base value. It seems no one here outright denies their veracity.

So, given that NIST ran their models on premises, some of which later turned out to be (probably) false, and noting that the CTBUH also mentioned this with some concern, I agree with your conclusion that, ideally, some of the analysis ought to be redone (provided a favorable cost-benefit ratio).

Given adequate resources, I would like to replicate the observed collapse in a model by removing connections at a given number of columns until the result mirrored the observations of the collapse in reality. At that point we would then know the extent to which the fire would have to attack the building structurally in order to reproduce the observed collapse.
Sounds smart. Although I am not sure that this sort of trial & error could prove, or even just render plausible, that the "connection removal sequence" was the only possible one, or even the true one. Just a possible one.

But there's one aspect that makes this approach attractive for debate here: The very same "connection removal sequence" would immediately provide us with a candidate hypothesis for "explosive CD charges" placement and timing. One would then just have to compute the respective necessary charge sizes - and the resulting BANG.
AND also describe a range of probable fire sequences at each such charge location, so we can assess the possibility of charges surviving the temperatures (most monomolecular explosives don't survive >320 C, many burn, melt or go off far below that; and even Harrit's fake "active thermitic material" had started decomposing by 270 °C).

My gut feeling, based on what I have seen in the drawings is that there is just no way for an organic process such as fire is, to reproduce the effects that we see, but having not exhausted the alternative fire scenarios I am hesitant to hang my hat on the CD peg. I prefer to keep an open mind as to what actually caused this and that means that controlled demolition cannot be ruled out as a cause at this point.
Understood

Yes, it would be difficult to do on the day, and it would be a major undertaking and there are questions for sure about why anybody who had this intention would not just let the building burn out, but that alone does not invalidate the hypothesis that CD is a possibility.
In other words, there really does not exist yet a CD theory with enough flesh to predict anything, let alone falsifiable claims.

After all, anybody who believes the official account that we are offered already believes that something that we have formerly believed to be impossible occurred to result in the buildings demise.
STOP!!

Say what? Who is "we"? And what did those "we" believe to be impossible? That a steel-framed high-rise could undergo progressive collapse caused by fire? I for one never thought this was impossible, and the only structural engineer in my circle of friends is extremely strong when he expresses his belief that OF COURSE EVERY steel frame structure is, as a matter of principle, in danger of collapsing due to fires.

In those circumstances it would be foolish to believe that which is less possible, over that which is less probable.
There is no "less possible". "Possible" is a digital thing - something is possible, or it is not.

Probabilities are also not necessarily a good measure when determining facts about a singular historical event. The WTC7 did, im fact, collapse, and that collapse did, in fact, have a cause, on whatever level you want to look at it. So no matter how improbable the actual cause was ex ante, its probability ex post is 1. If you have, say, 3 candidate causes, one has (by whatever methoid you compute it) a 66% probability, the other 33%, and the third 1%,
this does not help you much to rule out the 1% candidate.

In Karl Popper's scientific epistemology, such probabilities step back behind the explanatory power of a theory. So even if some fire-scenario is deemed to have a low probability of causing the observed events, it may still explain everything that needs explaining better than any other.

The alternative to NISTs explanation that fire did it is controlled demolition, and NIST have yet to prove that their theory holds water.
No and no.
The first is a false dilemma - you are forgetting alternatives such as structural impact damage, corrosion, poor workmanship, bad materials, etc., all of which might improve the probability of fire to cause the required failures.
The second an epistemological issue: "Fire" is the null-hypothesis, and NIST's scenario explains a lot. The NIST-opponents have yet to provide an alternative theory that has better explanatory power.

That in itself does not mean that fire couldn't have done it, but it does mean that it would be foolish not to consider the alternative cause to be controlled demolition.
I am okay with that - but have yet to see even prima facie evidence of it. Almost all of the alleged prima facie that truthers like AE911T like to trot out have been debunked for a long long time.

For the record, I would also like to state that CD is a far less comfortable possibility for me personally to entertain than NISTs "fire did it" theory.
To imagine that potentially any steel high rise could be prone to collapse due to fire actually scares me more than the thought that we haven't been told the truth about what happened to this building.
I got bad news then for you:

It is true: Potentially any steel high rise could be prone to collapse due to fire!
That's why people have to study structural engineering before they are allowed to design steel structures, metallurgy before they produce structural steel, etc. That's why they put fire-proofing on naked steel. That's why they usually prefer concrete-encased steel supports. That's why sprinklers are so damned important.
You see, if I or you were to build a steel-frame highrise, we'd have huge trouble doing oit such that it doesn't collapse within a few days, if not minutes, and I can guarantee you absolutely that any highrise I could ever build WILL collapse duue to the next-best fire. It is damned hard to build highrises that don't collapse.
 
This has to be by far the most absurd line of reasoning you've deployed. You imagine a model structure nothing like WTC 7. You imagine that it will behave a certain way. And therefore you imagine that a steel-framed tall building must behave the same way.

I've heard of begging the question, but this line of reasoning is full-bore, both-knees, hands-clasped, weeping-and-wailing question-begging.

It reminds me of the youtube video I saw where a troofer took 110 video cassettes and stacked them, knocked them over and proclaimed that 9-11 was an inside jobby job because the WTC did not fall the same has his video cassette model did.



Both examples are derived from complete ignorance.
 
Status
Not open for further replies.

Back
Top Bottom