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Originally posted by exponent
Originally posted by Another_Nut
My name is Jeremiah . Im an electrician in Oklahoma city.
I come home from work weekly covered in sheetrock and various other stuff.
I can with authority say that if you want to get sheetrock dust off of you the best way is to
Go outside into a stiff wind (not hard this is Oklahoma. You know "wind comes sweeping down the plains")
And shake.( a little more disturbing than it sounds)
Wow that just so happens to be what happened to the spire.
Ah of course! Thanks for the amazing science there. If only real scientists could understand the 'well it seems to come off me therefore i can predict conditions hundreds of feet in the air in the middle of the two largest collapses known to man'.
Wait no once again total nonsense, you've convinced yourself that you're right, and so you've picked a ridiculous fantasy theory to explain what is trivial.
Is that how dust behaves in your mind?
How many building collapses have you been in the middle of? How many times have you taken your entire stack of sheetrock and dropped it hundreds of feet?
Oh wait no you actually have zero experience of these conditions. Seriously, your logical chain is this:
- Dust comes off me quite easily
- Therefore it came completely off all the spire
- Therefore the dust we clearly see can't actually be dust
- Therefore it's steel particles
- Therefore some technology exists that violates fundamental laws
That is a chain of inference that a child would be embarrassed about.edit on 19/5/13 by exponent because: (no reason given)
Originally posted by exponent
But yes, superior fireproofing would certainly have helped, the core would have resulted in more survival though regardless of fireproofing.
From a structural engineer’s point of view, the most common forms of steel framed construction are considered structurally restrained to some degree, and certainly at ambient temperatures, this is correct. The main question, however, is whether the same assembly is Thermally Restrained at elevated temperatures as defined by Underwriters Laboratories Inc (UL). In other words, will the structure remain restrained and be able to support the design loads as the steel temperature approaches 1100°F [593c]. When worded in this fashion, few architects or engineers are able to answer this question with an affirmative yes.
Temperatures of objects
It is common to find that investigators assume that an object next to a flame of a certain temperature will also be of that same temperature. This is, of course, untrue. If a flame is exchanging heat with a object which was initially at room temperature, it will take a finite amount of time for that object to rise to a temperature which is 'close' to that of the flame. Exactly how long it will take for it to rise to a certain value is the subject for the study of heat transfer. Heat transfer is usually presented to engineering students over several semesters of university classes, so it should be clear that simple rules-of-thumb would not be expected. Here, we will merely point out that the rate at which target objects heat up is largely governed by their thermal conductivity, density, and size. Small, low-density, low-conductivity objects will heat up much faster than massive, heavy-weight ones.
Of interest is the maximum value which is fairly regularly found. This value turns out to be around 1200°C, although a typical post-flashover room fire will more commonly be 900~1000°C. The time-temperature curve for the standard fire endurance test, ASTM E 119 [13] goes up to 1260°C, but this is reached only in 8 hr. In actual fact, no jurisdiction demands fire endurance periods for over 4 hr, at which point the curve only reaches 1093°C.
Originally posted by Another_Nut
Am I really going to have to model this when I get home home so you will quit avoiding the question.
The fact it takes a 3rd grade experiment to prove you dust falls off of shaking things in the wind is incredible.
Man let me see what I can do we got a hell of storms brewin.
Ill show you what wind and shaking do to dust .lol
Originally posted by ANOK
Originally posted by exponent
But yes, superior fireproofing would certainly have helped, the core would have resulted in more survival though regardless of fireproofing.
So you mean if there was fireproofing on the trusses, they would not have sagged and pulled in columns?
How did the fireproofing get knocked off the truss that sagged?
Did lack of fire proofing give it more pulling power, or weaken the columns?
Temperatures in the WTC didn't even get high to even get into the range that could start to cause deformation of the steel, let alone fail suddenly and completely. Collapses due to fire simply don't happen that way. Steel loses it's strength gradually, not instantly.
The only steel that would even start to get hot would that which was in direct contact with fire, which would have been very little of it, seeing as there are walls between rooms and the steel, that first had to be burned away.
It is common to find that investigators assume that an object next to a flame of a certain temperature will also be of that same temperature. This is, of course, untrue. If a flame is exchanging heat with a object which was initially at room temperature, it will take a finite amount of time for that object to rise to a temperature which is 'close' to that of the flame. Exactly how long it will take for it to rise to a certain value is the subject for the study of heat transfer. Heat transfer is usually presented to engineering students over several semesters of university classes, so it should be clear that simple rules-of-thumb would not be expected. Here, we will merely point out that the rate at which target objects heat up is largely governed by their thermal conductivity, density, and size. Small, low-density, low-conductivity objects will heat up much faster than massive, heavy-weight ones.
Originally posted by exponent
Originally posted by Another_Nut
Am I really going to have to model this when I get home home so you will quit avoiding the question.
The fact it takes a 3rd grade experiment to prove you dust falls off of shaking things in the wind is incredible.
Man let me see what I can do we got a hell of storms brewin.
Ill show you what wind and shaking do to dust .lol
I fail to see how you can model this without wasting a couple hundred bux of sheetrock and getting some pretty large steel sections (they weren't your average box column). If you think you can though please feel free, I would be extremely impressed.
It's not that i'm avoiding a question though, it's that you are making a statement, 'all the dust would have fallen off' that is patently absurd. Dust covered everything after the collapses, and while I'm sure plenty did fall off, a little remaining and hanging in the air as the spire falls is far more likely than some magical technology that can disintegrate steel but that you can't explain or name or give any information about at all.
Sorry man, that's just how things go, you need evidence to make these claims and the only thing we have evidence for is dust. Lots of dust. More dust than anyone will ever see in their life again most likely.
Originally posted by ANOK
reply to post by exponent
So both planes knocked off fireproofing, in both impacts in exactly the same way, resulting in exactly the same conclusion?
Really?
So why, when these planes were knocking off the fire proofing, did they not destroy the lightweight truss causing the collapse to happen sooner? If the truss sagged and pulled in columns then that requires the truss to be sound, undamaged. Right?
And if they did destroy the truss, then how did the planes have enough energy left to destroy the core columns?
Now think about this, the planes hit the outer columns, according to accepted Newtonian physics the forces during the collision would be the same, equal and opposite in direction. In other words the amount of force taken to break the columns would be lost from the force of the aircraft. The force is transferred and can not be regained.
So how did the plane then continue to destroy even larger core columns, especially if it also hit the trusses edge on?
Sorry but that does not make any scientific sense, none at all. Not logical in any language or dimension, that we know of.
In the initial stages of heating the restraint from the surrounding structure tends to resist the expansion of a beam...
So how do trusses pull in exactly?
Sagging, deflection, is a result of expansion, not loading. The truss could still hold the load even when sagging.
FoS makes sure of that. I notice you trying to dismiss FoS based on some arbitrary claim it would cost too much?
Wow any excuse you can come up with eh? Do you actually expect that we night accept what you're saying as you type it? Just denying everything that contradicts your claims is not helping your argument, in fact it is only dong the opposite.
...The initial deflection is increased by this restrained expansion together with the thermal bowing caused by the temperature variation across the beam’s cross-section...
...Fig. 5 illustrates the main influence of the catenary action which is apparent in the deflection temperature curves when the beams survive up to large deflection. The fact that the axial compression force in the beam changes to tension force tends to stop the run-away caused by the applied load and material degradation. Depending on the temperature history during the fire scenario, the remaining material strength helps the heated beam to act in catenary to support the load, and tends to prevent run-away. The analysis was carried out using end-plate connections and a 50% load ratio...
...In this study, the case has been made that catenary action can enhance survival times for steel beams in fire, suggesting that such methods should be extended to include its effect where support conditions are appropriate....
...Catenary action certainly occurs, and has been seen to affect a heated beam’s behaviour by preventing run-away deflection at high temperature plus applied load. The tensile axial force grows progressively as the deflection grows provided that some horizontal reaction stiffness exists. A change of the horizontal restraint stiffness can have a large effect on the behaviour of the beam at high deflection, and the loading on the beam can be carried very effectively as catenary tension replaces bending...
When design engineering structures using structural steel section a useful standard is..
BS 5950-1:2000-Structural use of steelwork in building. Code of practice for design. Rolled and welded sections.
This standard together with BS 5950-Part 2,3-1,4,5,6,7,8 & 9 provide service factors and design stresses relevant to structural design.
Factors of Safety - FOS - are a part of engineering design. Typical overall Factors of Safety - FOSs - are indicated below:
Structural steelwork in buildings FoS 4 - 6
Originally posted by Another_Nut
So now you will only accept fullsized replica steel beams and dust? I can MODEL dust falling off things ( including steel ) so u will see.
But u will now not accept anything short of a fullsized replica.
Because you know your argument is silly.
you know you dont need a replica to model dust falling.
See I use science
Hypothisis- dust cant stick to swaying steel beams in the wind.
Test hypothisis.- apply dust to steep beam . Step into wind and shake.
Observe results.
If it sticks you are right. If it falls off I am
That is the scientific method.
Originally posted by ANOK
reply to post by exponent
The goal posts just keep getting wider, eh?
Let me remind you of what the professionals say about catenary action again, shall we?
Sagging, deflection, is a result of expansion, not loading. The truss could still hold the load even when sagging.
FoS makes sure of that. I notice you trying to dismiss FoS based on some arbitrary claim it would cost too much?
This one costs $307.20
So this will have to do....
www.engineeringtoolbox.com...
It has NOTHING to do with cost.
Other supporters of the official conspiracy theory argue (in this very thread) that it was a combination of things, not just one thing. The fires were not the cause of collapse. The towers were burning before 9/11. Other skyscrapers have burned before and after 9/11. And never collapsed.
the fires were the cause of collapse,
I do have actual arguments against Bazant and put them forward in this thread which discusses my Open letter to Professor Zdeněk Pavel Bažant where I show that the only thing all uf us can agree upon is that "Columns were overstressed before impact" (you), Fig. 4a of B/V('07) applies for the complete structure (Bazant), progressive collapse is possible (-PLB-). "The 'spring' [...] was broken into a million pieces long before [compression]" (Greening), the towers were hanging instead of standing (me). We differ in this little aspect: some think this is the way all towers are built like, progressive collapse from top to bottom is inevitable in ANY skyscraper and that this is the most natural thing to occur -- whereas others argue that even if towers were built like card houses, they would not collapse progressively from top to bottom (because card houses don't either), that the failure of one floor's height would have resulted in the crushing of a few more floors before the progression would stop, that slipshod architecture leads to leaning and toppling instead, and that a study-book worthy progressive collapse as seen on TV would require massive amounts of energy hidden in the towers - be it "black tech", cutter charges, a rope or intelligently placed springs and levers.
So it turns out you have no actual arguments against Bazant, you just don't understand the physics therefore you feel confident in slandering him.
Including the official conspiracy theories.
That is how all conspiratorial theories work, by generalising to the point that they can speculate freely without evidence.
I agree unconditionally. However, the worst case scenario should be the crushing of two or three floors, as in a card house or my Jenga block towers, not progressive collapse, that's what I was trying to convey.
Better to prevent collapse at all, than accept the deaths of hundreds or thousands.
Did I? I think I'm on the safe side interpolating from stuff that is widely known (micro wave ovens and CRT) and the lesser known stuff (Active Denial System, LaWS, directed energy weapons) to the stuff that only few are supposed to know - at least until the next best thing is ready for deployment. That's not evidence for their existance, but their not being displayed on your favourite newspaper's frontpage or advertised during Super Bowl commercial breaks is not evidence against their existance either.
So because some high tech stuff exists, you feel you can just imagine whatever you want to exist and assume it does?
If you're willing to discuss things from a scientific perspective then I have no complaints, but so far you've dismissed one of the most cited scientists you'll ever find
[...] sì perché l'autorità dell'opinione di mille nelle scienze non val per una scintilla di ragione di un solo [...]
- Galileo Galilei in his December 1612 letter to Mark Wesler
I don't see how in your design you prevent your "light-weight floors, barely consisting of much more than steel rod lattice" from collapsing all the way down once one of the floors get overloaded and fails.
Originally posted by Akareyon
Just like my Jenga towers and card houses prevent progressive collapse :-)
Originally posted by Akareyon
reply to post by exponent
You are obviously trying to make this a you vs. me argument, I'm not going with that.
Other supporters of the official conspiracy theory argue (in this very thread) that it was a combination of things, not just one thing. The fires were not the cause of collapse. The towers were burning before 9/11. Other skyscrapers have burned before and after 9/11. And never collapsed.
I do have actual arguments against Bazant and put them forward in this thread which discusses my Open letter to Professor Zdeněk Pavel Bažant where I show that the only thing all uf us can agree upon is that
Including the official conspiracy theories.
I agree unconditionally. However, the worst case scenario should be the crushing of two or three floors, as in a card house or my Jenga block towers, not progressive collapse, that's what I was trying to convey.
I don't disagree with the overload number, pick any which one you like. That's from his model where there is a free fall for one floor, I believe, 58.000 tons and 3.7 meters, insert for E=m*h²/t²=m*a*h where a=9.8 m/s².
Originally posted by -PLB-
Lets go through the numbers. You talk about safety factors of 2 to 10. The overload ratio of the top section coming down is more in the range of 31 to 64, on the columns (that is from Bazants work). If you disagree with that value, then show your own, including calculations. How are your floors going to cope with that kind of force?
That's the point. Bazant argues neither strength nor stiffness would make a difference. There's no way a tower would not collapse progressively from top to bottom. Each and every tower is bound to progress through itself the way the twins did once collapse is initiated.
So Bazant calculated that value for the columns, even they would fail in case of the WTC. Even if you made your floors so strong they would resist, then still, the columns would fail.
Yes, that's why I said my tower would resemble a pyramid structurally, integrally, statically, just not visibly. The bottom columns would have to keep 110 floors up, the 90th floor only 20 floors so no need to make them as strong (and therefor heavy) as those on ground level. Basically most tall buildings are pyramids, in a sense.
If you want a building that can cope with these kind of forces, you would not end up with a skyscraper, but with a structure more like a pyramid.
Not anymore if you insist all skyscrapers collapse progressively once collapse is initiated just because "the experts say so".
Well you clearly are as you're replying to me.
Originally posted by Akareyon
That force is counteracted by the whole structure underneath, so in the real world, it acts only momentarily.
Kinetic energy is converted to internal energy (deformation), in other words, the impacting mass is decelerated and has less force, the energy is not avaliable for further destruction anymore. And there is no more freefall to pick up another 31-to-64-fold force.
We've had this discussion before, -PLB-. Fill a long tube with 10 eggs and drop 10 eggs on them and tell me from how high above you have to drop the 10 eggs to smash the other 10 eggs (hmmm, omelette). Of course, at the moment of impact, the impact force will exceed what an egg can take. And probably will be distributed to the eggs from above and beneath, crushing a few more of them. But then that's it.
All kinetic energy has been converted to internal energy and a lot of eggs will remain whole. Bazant basically just takes a heavy rock and puts it on top of the eggs so it squeezes them flat. He never explains how the 31-to-64-fold force can be maintained through the complete structure.
That's the point. Bazant argues neither strength nor stiffness would make a difference. There's no way a tower would not collapse progressively from top to bottom. Each and every tower is bound to progress through itself the way the twins did once collapse is initiated.
You and I have proven otherwise. It is highly unusual for a tower to collapse that way, you have to make it so it does.
Yes, that's why I said my tower would resemble a pyramid structurally, integrally, statically, just not visibly. The bottom columns would have to keep 110 floors up, the 90th floor only 20 floors so no need to make them as strong (and therefor heavy) as those on ground level. Basically most tall buildings are pyramids, in a sense.
I will keep this short, as I get the impression you're misinterpreting what I'm saying on purpose, we're getting off-topic and the arguments are getting circular all over again.
Originally posted by -PLB-
And yes that force is only momentarily. In that moment the floor fails, and whatever it was that was falling on it, will continue to fall to the next floor, including the mass of your failed floor. And so on.
Fine, use lightbulbs, paper boxes, empty egg shells, whatever you like, anything stable enough to support the weight of its own mass times 20 (or hundred, if you want to let 50 drop on 50). You're completely missing the point I'm trying to make. And you know what I'm talking about, there is no fundamental difference between the eggs and the floors. The floors weren't hollow either. There was stuff in between, or are you going to argue the columns away as well now that you've gotten rid of vertical and diagonal beams and everything else that doesn't fit into your vision of how a tower must be designed so it collapses straight down? And no, even if you take Fig. 4a from B/V'07, you'll see that there is at least some deceleration due to the force that must be exerted to push the columns away. No more free fall energy for you, hollow or not. Only one free fall. After that: progressive deceleration until stop. As in every other collision.
Completely incorrect analogy. Eggs are filled. There is no room for acceleration after first impact.
What happens in his model is that each and every floor is being crushed with the same freefall force multiplicator of the impact after the first one story free fall. Do the math.
You grossly misunderstand Bazants model. What happens in his model is a small length of resistance (where columns fail/buckle) and then a large length of acceleration (the buckled columns are not going to give much resistance).
No, not given certain conditions. The only condition is that of a one story free fall of one floor. There is no mention about anything being special about the Twins, his model applies to all skyscrapers and upright structures in general. Card houses prove him wrong.Given certain conditions.
Bazant argues neither strength nor stiffness would make a difference. There's no way a tower would not collapse progressively from top to bottom. Each and every tower is bound to progress through itself the way the twins did once collapse is initiated.
No, not most, all of them. Not partly, but completely. That's what Bazant says. Read it up.
But I agree that most buildings would at least partly collapse
Oh, sure it is.
That is complete nonsense.
Yes, that's why I said my tower would resemble a pyramid structurally, integrally, statically, just not visibly. The bottom columns would have to keep 110 floors up, the 90th floor only 20 floors so no need to make them as strong (and therefor heavy) as those on ground level. Basically most tall buildings are pyramids, in a sense.
Originally posted by Akareyon
Fine, use lightbulbs, paper boxes, empty egg shells, whatever you like, anything stable enough to support the weight of its own mass times 20 (or hundred, if you want to let 50 drop on 50).
You're completely missing the point I'm trying to make. And you know what I'm talking about, there is no fundamental difference between the eggs and the floors.
What happens in his model is that each and every floor is being crushed with the same freefall force multiplicator of the impact after the first one story free fall. Do the math.
No, not given certain conditions. The only condition is that of a one story free fall of one floor. There is no mention about anything being special about the Twins, his model applies to all skyscrapers and upright structures in general. Card houses prove him wrong.
No, not most, all of them. Not partly, but completely. That's what Bazant says. Read it up.
The floor slabs don't have to hold any weight other than a few file cabinets and office desks. It's the core and the perimeter that is holding the floors up. What is it with you?
Originally posted by -PLB-
Fine, but this still isn't anything like your floors. Your floors are not holding the weight of the stories above. Your light bulbs. paper boxes, empty egg shells are. That is where your analogy fails.
And don't have to either.
You're completely missing the point I'm trying to make. And you know what I'm talking about, there is no fundamental difference between the eggs and the floors.
There is a very big huge fundamental difference. Again, your egg shells would be carrying all that weight above it. The floors won't and can't.
It is totally realistic because it successfully models the collapse. He's an expert at what he's doing, after all.
What happens in his model is that each and every floor is being crushed with the same freefall force multiplicator of the impact after the first one story free fall. Do the math.
He models failed columns, not floors (which makes his model completely unrealistic to begin with).
That 31-64 number you mentioned. Explanation as follow.
The rest of your sentence does not make too much sense to me. What exactly is free fall force multiplicator?
I don't have to because I know it by heart. He's talking about "loss of gravity", incosistently mixing in K and Wg and Wc and Wp until noone knows what's up or down anymore.
No, not given certain conditions. The only condition is that of a one story free fall of one floor. There is no mention about anything being special about the Twins, his model applies to all skyscrapers and upright structures in general. Card houses prove him wrong.
No, not most, all of them. Not partly, but completely. That's what Bazant says. Read it up.
You are completely wrong. Bazants clearly makes a distinction between global collapse and collapse arresting.
He clearly identifies the conditions for each scenario:
Global collapse: The next story will be impacted with higher kinetic energy if and only if Wg > Wp
Arrest: So, the crushing of columns within one story will get arrested before completion (Fig. 4c) if and only if K < Wc
This is from the paper "Mechanics of Progressive Collapse: Learning from World Trade Center and Building Demolitions". Look it up.
He just assumes that Wg was >> Wp. Obviously it was, otherwise, progress would have stopped. He never bothers to explain why he comes to the conclusion that Wg >> Wp other than that the towers collapsed. "The towers collapsed, therefor, collapse was inevitable."
As Wg was, for the WTC, greater than Wp by an order of magnitude, acceleration of collapse from one story to the next was ensured.