Did Bush watch plane hit the first tower ?

I know what live and dead loads are.

Perhaps, but do you know what the difference between DYNAMIC and LIVE loads are?

You have not denied that the exterior columns could withstand additional live loads of 2000 percent

Not here ...

I realize you are also saying that it is common knowledge that loads such as the live loads of the falling floors of the towers were absolutely beyond any capacity of the lower floors ability to support them.

Not here either.

So that brings us back to the weight on the head analogy. My initial criticism of you analogy was that it would not leave the persons body in a 6 inch pile, not that your weight estimate was extreme (that was Bells problem. Also you said it was a quick analogy to check if I understood static load. Fine, that's fair, but then you make another reference to the analogy and now you want to drop the brick the distance of the floors in the trade center onto the persons head. Now you are getting plain just sloppy. Clearly to be an effective the objects need to be to scale. The person is considerably shorter than the bottom 93 floors of tower, so to drop it the distance of one of the floors is ridiculous.

And strike three. Come back when you understand the difference between a LIVE load and a DYNAMICALLY CHANGING one. (It might also help if you understood what the lesson of the analogy was - and therefore what the analogy was limited to)
 
I don't know if I got the gist of this thread correctly----I didn't have the energy to wade through all the posts----but from what I have seen (very little) this thread discusses actual video footage of the president's misspeaking? I mean, there are seven pages of posts.

If that's it than this is the best (most sublimely ridiculous) CT theory ever. I can't even punctuate how I feel about this.
 
I'm sure someone else has already pointed this out...

But it is pretty NORMAL for people to say "I saw X" on TV when they didn't actually see X on TV, they saw someone on TV tell them about X".

For example, there's a news article where the presenter talks about a terrible car crash, and then it cuts away to footage of the aftermath of the car crash with emergency personnel in attendance, and some mangled cars.

The following day, as you are talking to your friend "Hey, I saw this massive car crash on the news last night"

But you didn't actually see a car crash on the news, you saw someone talking about a car crash, and you saw the aftermath of a car crash. Likewise, when Bush said he saw a plane crash on the TV what he means is he LEARNED ABOUT a plane crash on the news. What he actually SAW was someone talking about a plane crash and the aftermath of a plane crash.

-Gumboot
 
I realize you are also saying that it is common knowledge that loads such as the live loads of the falling floors of the towers were absolutely beyond any capacity of the lower floors ability to support them. Fine also-but you need to show some proof for that one.

Static load is a force, the force of gravity on structural materials.

Force = mass * acceleration.

Normally, in a tall building, a floor doesn't accelerate downward (that is, collapse) because the structure below it applies an upward force equal to the downward force of its weight. That's the static load.

But if a floor falls anyway, then in order to stop when it hits the next floor down, it has to accelerate. (The acceleration is upward, in order to decrease the downward velocity.) Suppose, for the sake of argument, that a single floor (let's say the top floor of a structure) free-falls to the floor below. When it hits the floor below, it has to decelerate in order to stop. At what rate must it decelerate? Let's say the floors are made of a thin uniform layer of reinforced concrete. Once the floor hits, it has to decelerate over a very short distance. Think about it: if a concrete floor hits another concrete floor below it, and then keeps moving another two inches past that point, it can only be because it's broken or collapsed the floor below it, in which case it will clearly not have stopped and will keep falling. But let's allow for a generous, unrealistically large amount of crumbliness in the falling floor, and say it has a whole inch of compression over which to decelerate.

Let's say the floors were 100 inches apart to begin with.

So the floor accelerates for a fall of 100 inches at g, the acceleration of gravity, from a standing start. And then it has 1 inch of deceleration, to return to a standing start. The floor's mass stays the same, but (it can be shown with a bit of simple but tedious algebra) that the acceleration of the "stop" must be 100 times g. So the dynamic force, m*a, needed to stop the falling floor is 100 times the static force needed to hold the floor in place normally.

Of course that's a much simpler model than the WTC (it better describes the phenomenon of "pancaking" which the experts agree did not happen in the tower collapses). But it shows how dynamic loads can easily be many times larger than static loads.

So that brings us back to the weight on the head analogy. My initial criticism of you analogy was that it would not leave the persons body in a 6 inch pile, not that your weight estimate was extreme (that was Bells problem. Also you said it was a quick analogy to check if I understood static load. Fine, that's fair, but then you make another reference to the analogy and now you want to drop the brick the distance of the floors in the trade center onto the persons head. Now you are getting plain just sloppy. Clearly to be an effective the objects need to be to scale. The person is considerably shorter than the bottom 93 floors of tower, so to drop it the distance of one of the floors is ridiculous. Here is a real attempt to develop a model or analogy of the event. 93 of the 110 floors are below, so that is 84 percent of the building that is below. If we use a 6 foot man as the representation of that lower part of the building then we need an object falling onto him that is 8 inches in height. We will give you the benefit of the doubt and will call 1 floor (the distance you choose of an initial drop) 1 percent of the structure. This would be a drop of about .84 of an inch (sorry I don't do metric this time of night). Anyway, a drop such as this certainly would not be noticed by most of the unusually thick craniums on this forum.. The likelihood of such a drop driving the persons body into a pile a couple of inches tall really starts to show the absurdity of your claim. Try to find me any example of of free standing material with these proportions, with this same percentage drop, that results in that material being squashed to something of one to two percent of its original height. Good Luck

The problem is, things don't scale that way. You're probably thinking that your body is about the same strength as a skyscraper -- perhaps signficantly stronger because it has so much less mass to support, or less because its main structural members are made of bone instead of steel, but somewhere in the same ballpark. But can that really be true? Imagine being paralyzed in a vertical position (to be more like a skyscraper, without the ability to use joints and muscles to absorb impact) and dropped one tenth of your height, perhaps about seven inches. Without being able to bend your knees, you'd get a bit of a jolt, but your bones would not break, and you would not be seriously injured, especially if you were constrained from toppling sideways after your feet hit the ground. Now imagine dropping a WTC tower from one tenth of its height, about 137 feet. Assume there's some sort of cable arrangement to prevent the tower from toppling sideways after its base hit the ground (as long as the cables don't arrest the fall itself). What do you think would happen?

It occurs to me that you might think the tower should, or would, survive this treatment intact. If so, it's because you have misleading intuitiion of how things behave when scaled up.

Consider the following example: imagine a doll-house shaped like a two-story 2000 square foot (more or less typical U.S. suburban) house. Put a finger under one corner of the model, and lift up. What will happen? The doll house will tilt, of course, and remain completely intact.

You might think that this is due to the details of doll house construction. Most doll-house walls are thicker in scale than real walls, are solid wood or plastic rather than framework, have a flat rigid base that most houses don't have, and so forth. So instead, make the doll house a completely realistic model, using framework walls of exact scale studs, little tiny bricks, and so on. This won't be as strong as the conventional doll house, but it will be lighter, and I guarantee that you will still be able to lift one corner right off its foundations and tilt it with no damage.

Now try it with a real house. Dig a hole under one corner, and put a jack under it. (Pad the top of the jack with an appropriately scaled up giant rubber model of a fingertip, if you think it will help). Lift the corner with the jack. Will the house tilt? No, the corner will shear off upward while most of the rest of the house just sits there. (In fact, depending on how big a hole you dig to put the jack in, it might not even stay intact until you start lifting; it might start shearing downward under its own weight. Have you ever seen footage of what happens to a house when a sinkhole or flood erosion leaves one corner unsupported?)

Now try it with a 40-story building. Put your giant finger under a corner and start lifting. Will that whole corner shear upward like the corner of a house would? Probably not. Instead, your giant finger will break through the framework long before you can apply enough force to lift up the whole corner. It would be like trying to tilt a large wedding cake by lifting it from one edge of its bottom layer with a fork. The fork will just tear through the cake instead. Likewise, the giant finger would just pass through the framework of a large building until it did enough damage to cause a collapse of the sections above. (Substitute a powerful bomb for the giant finger, and you have a pretty good impression of what happened in the Oklahoma City bombing.)

And please consider, if you're thinking these analogies can't be valid because steel is a lot stronger than cake, you're missing the point about the importance of scale. I specified a large wedding cake because obviously you could easily tilt a cupcake with a fork with no deformation. But even a solid steel cupcake, if it were big enough, maybe somewhere around a half mile in diameter, would deform like jello rather than tilt if you tried to lift one side of its bottom edge.

So, you might think that a steel skyscraper should be able to survive a 100+ mph collision with the ground, or that damaged buildings should be able to topple sideways like cut-down trees, but they can't. That's the sort of false impression that might be gained from playing with much smaller scale models (perhaps made of K'Nex, Lego, Tinkertoys, or even building blocks) that are far more rigid relative to the scale. Any tall building, if pushed sideways by a sufficient force that's sufficiently well-distributed not to just tear through the framework, would fail near its base and begin collapsing vertically downward long before it tilted far enough to topple. Superman or the Hulk (or Mighty Mouse) might occasionally be depicted tilting a large building by lifting one corner and then putting it down again unharmed, but that couldn't really happen even if Superman really existed.

Speaking of toy models, the best toys that I'm aware of for getting an intuitive feel for the effect of scale on structural issues are the ones with rods that adhere magnetically to steel balls. (Unfortunately, they're expensive and you need a lot of them, at least several of the largest sets' worth, for this purpose.) The magnets are strong, so small structures feel very solid; you can toss them around, lift them by any one rod in the structure, and so forth (though any structure will usually break apart if dropped on the floor from a few feet). But since no individual connection can be stronger than allowed by the strength of the magnets (you get more strength if you arrange the polarities of the magnets carefully), and the rods and balls are rather heavy, larger structures run into interesting and realistic problems. For instance, you can build a tower only to a certain height, beyond which the bottom layer fails. Once a structure reaches a certain weight, it can only be lifted with great care, using both hands to distribute the force as much as possible. Larger still, and a model can't be lifted at all; if you try, your hands just crush the structure (if you lift from the bottom) or pull it apart (if you lift from the top).

Does this help explain why experienced structural engineers find it plausible that the wtc towers would continue to collapse (and implausible that the strength of the structures could arrest the collapse) once collapse began, under the conditions created by 9-11, without needing a detailed mathematical model of the exact process to convince them?

Respectfully,
Myriad
 
NB

With the deepest respect, you have not solely questioned the floor collapse loadings. You identified a wide and complex set of engineering and design issues and took pot shots at all of them on the basis of "common sense" and your own understanding of structural mechanics.

For example:

NIST did take samples from the columns in the debris and none (or maybe 95%) showed any indication that the steel had been at temps above 600 F.

and

Second NIST did not say that the sagging in the floor trusses caused the external columns to bend, it said that it caused the interior core columns to bend.

and

The structure is built at every floor to hold the weight above and then some.

and

All we have with collapsing floors is some additional acceleration and lateral displacement, so why is it a given that a floor that was built to hold the weight above it suddenly has no chance.

and

This seems as much as a common sense statement as I can imagine, unless your point is that all structures transfer weight to the ground that they are standing on. Skilling and others have made statements that the towers were built to withstand additional loads other than the normal dead and live loads. These buildings were clearly built with extra capacity.

and

Lightweight steel trusses supporting corrugated steel pans decked with 3-4" of lightly reinforced concrete plus the dead and live loads of a normal office was all the floor structures were designed to take.

and

I should warn you that is exactly what happened in one of the major high rise fires in Spain. a portion of the building collapsed, but the floors below held. Why does it make any sense that buildings that were built to withstand huge live loads (estimated to be 2000 times in the perimeter columns) would have no chance to withstand the collapse of the portion of the building above

Now what concerns me most in your recent post is that you acknowledge that you have not studied structures or fire engineering, you are unfamiliar with (for example) key papers on the subject of long-recognised problems with the performance of steel structures in fire, and so on. Yet you refuse to acknowledge that this in any way affects your ability to understand and comment meaningfully on the whole issue!
 
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I count this against my CPD requirements, you know...

NB

Now let's look at your most recent post in a but more detail:

So I am supposed to respond to your questions which are not even specific to the discussion.

1. But they are relevant. Understanding the collapse properly requires a grasp of a broad range of closely linked specialisms including structural and fire engineering.

2. Example: you claim that the lower floors should have arrested the upper section, however in order to come to any view on this you would have to understand the design and loading characteristics of framed structures.

And the floor feel (sic). I call floor collapse when the floor falls with gravity towards the ground, whether caused by breaking at the joints or pulling the columns down with them it is the same end effect.

3. The structure failed, resulting in collapse of the floors together with everything else. What's your point?

As I have said numerous times provide some kind of documentation of this opinion. You have not denied that the exterior columns could withstand additional live loads of 2000 percent

4. Firstly, show that the columns could withstand additional loads of some 2000 percent - significantly in excess of normal safety factors, even for tall buildings. Then tell me what kind of loads? Transverse? Vertical? Dynamic? These are all critical to your argument and yet you don't seem to recognise it.

Do you understand the word gradient. Man good thing you weren't a teacher

5. So you think that you do understand medical procedures from watching ER and Casualty then? At least on a basic level? Amazing.

Thats not to the point. I don't have to have read anything to understand that you are not presenting evidence. If you were presenting something that I am not able to understand then you could have this argument. So be specific in what it is that I don't understand (boy I have wrote that one how many times now) in direct relation to the question of global collapse.

6. But time and time again you show that you do not, in fact, understand even basic structural mechanics. For example above you get quite confused by the whole 2000% safety factor. You question the performance of steel in a fire but don't understand basic fire proofing/engineering issues and aren't aware of important and relevant papers on the subject.

I think this shows your lack of ability to think in conceptual terms. What was it that Liebninz and Newton were trying to capture?

7. So, em, you understood the concept of complex calculus without the 5 or so years of study the rest of us all went through? Wow!

Says who?

8. Find me competent professionals who don't then. And I don't mean people with wholly irrelevant degrees in dentistry or theology. I mean substantive dissent from within the engineering or architectural communities.

I should warn you: there is none.

I would be able to understand them in the same way I am able to understand the assumptions that are made in the NIST report about the conditions of initial collapse.

9. Great. Perhaps you can tell me whether they should have used plastic or elastic modelling of the structure, in order that we know which format you would be able to follow.

Oh, sorry. You don't know what these are, do you?

I realize you are also saying that it is common knowledge that loads such as the live loads of the falling floors of the towers were absolutely beyond any capacity of the lower floors ability to support them. Fine also-but you need to show some proof for that one.

10. Nope. The collapse is entirely consistent with our expectations. If you think that the structure should have arrested the dynamic load from the collapsing upper portions of the building, then you show me the calculations.

Aha. Oops. Sorry. You can't do structural calculations, can you?

So that brings us back to the weight on the head analogy.

11. You really don't get this, do you? The analogy was simply to show that a dynamic load had significantly different characteristics, in a way that even someone with absolutely no comprehension of basic structures could understand.
 
Come on now architect. Get on with the challenge. Come up with a good anaogtnow If you were just giving a rough one before fine, but you opened the door. Show me any type of material with the proportions ot the trade centers (though if your up for it try the north tower), that had a similar degree of displacement, and ends up in a pile one to two percent of its original height. Ya you might get a deck of cards to do it. But it seems you all think that all that force of so much weight is obviously going to crush the hell out of what is below that should be easy to demonstrate with most materials. So show it.


As for the rest. Lets face it you have no evidence for anything at all. Only your word as an expert for what happened. Of course you weren't really trained to examine the collapse of buildings were you?

You claim that NIST has all the answers, but when we try to quote NIST , you need to fill in with your own suppositions. Not science! Not proof!
 
Come on now architect. Get on with the challenge. Come up with a good anaogtnow If you were just giving a rough one before fine, but you opened the door. Show me any type of material with the proportions ot the trade centers (though if your up for it try the north tower), that had a similar degree of displacement, and ends up in a pile one to two percent of its original height. Ya you might get a deck of cards to do it. But it seems you all think that all that force of so much weight is obviously going to crush the hell out of what is below that should be easy to demonstrate with most materials. So show it.


Oh my goodness, what an absolutely lame response.

Let's quickly recap:

1. You talked about a host of structural issues pertaining to the collapse and claimed you understood them.

2. I reviewed the key areas at the core (no pun intended) of the progressive collapse and drew your attention to some technical issues you should - if serious about 911 - have understood.

3. You then claimed only to be looking for a calculation to show that the lower part of the WTC structure should have arrested or deflected the collapse.

4. I pointed out that the calculation was meaningless because the failure of the frame (esp. the joints) was exactly what we would expect given that the imposed dynamic loads would exceed design capacity. To make life easy, I gave you a simple analogy too.

5. You threw a wobbly as to why university education and training in highly technical fields such as engineering was required to understand the issues involved, allegedly because it was all "simple". I seem to recall you claim to have learnt advance calculus within a few hours too.

6. Anw now, to cap it all, you've taken the simple analogy and tried to base your entire collapse argument on the similarities (or otherwise) between the failure of the WTC and a brick on someone's head.

Now take a deep breath, look back at all the posts, and tell us: do you really think you've actually managed to argue your case in any competent manner, or are you simply blowing off because you've been shown to have little or no understanding of your topic?
 
Kudos to Architect. Most interesting stuff.

I await his next posting with interest, but fear that my initial expectations of a proper, reasoned argument from him may have proven wholly without foundation......:(
 
8. Actually, no. I can't speak for the US but generally we study Maths - including Calculus - for 5 to 6 years at UK secondary schools. Why? Because it's rather complex.

I think this shows your lack of ability to think in conceptual terms. What was it that Liebninz and Newton were trying to capture?

So, why don't you answer this question, in exactly the amount of detail you expect all your questions to be answered, so we have some idea as to what would satify you?

Please note, it had better be more detailed than this, or you lose automatically.

Unless you were asking that question just to be a pest, and don't actually know what amount of detail you would need.

10. But the NIST report has explained it to the satisfaction of the trained professionals best placed to understand them.

Says who?

Say the trained professional you're debating with! Pay attention!
 
Say the trained professional you're debating with! Pay attention!
Believer shares the same trait as TruthDenier1234 before him. They want to have an intellectual and scientific debate. But want their uneducated wild ass guesses to carry as much weight as thoughtful, detailed analysis by experts.
 
I'm sure someone else has already pointed this out...

But it is pretty NORMAL for people to say "I saw X" on TV when they didn't actually see X on TV, they saw someone on TV tell them about X".

For example, there's a news article where the presenter talks about a terrible car crash, and then it cuts away to footage of the aftermath of the car crash with emergency personnel in attendance, and some mangled cars.

The following day, as you are talking to your friend "Hey, I saw this massive car crash on the news last night"

But you didn't actually see a car crash on the news, you saw someone talking about a car crash, and you saw the aftermath of a car crash. Likewise, when Bush said he saw a plane crash on the TV what he means is he LEARNED ABOUT a plane crash on the news. What he actually SAW was someone talking about a plane crash and the aftermath of a plane crash.

-Gumboot
Excellent explanation and deserves quoting.
 
Say the trained professional you're debating with! Pay attention!


And indeed all the other trained professionals on the site, of which there are many.

Of course, now is normally the point when a CTer (perhaps not NB) accuses us of lying about our qualifications.....:boxedin:
 
Non-believer, why should anybody here care what you think?

Does your opinion matter in any way at all?

Why should we be spending our time trying to explain the NIST report to you?

If there's something wrong with the science you'll have to convince some scientists of it. If you don't understand, then I suggest you do some studying.

A slight derail:

1. Imagine two spaceships that can travel at 0.75 times the speed of light. The move away from each other in opposite directions and accelerate to full speed. 0.75 + 0.75 = 1.5, so does that mean that the spaceships are moving away from each other at 1.5 times the speed of light?

2. Alternatively, you're travelling in a car at 100 miles an hour with the headlights on, what speed is the light from the headlights travelling at*?

3. Another version of the same idea: you're travelling in car at 100 miles an hour with the headlights off, you pass a stationary car of the same model and at exactly the moment when your bumpers are level you turn your lights on and the person in the stationary car turns their lights on.
An observer one mile down the road is looking in you direction and is positioned so that he is an equal distance from both sets of headlights. Assuming he is some kind of cyborg with an incredibly precise perception of time, which headlights will he see first*?

*For both of these, assuming you're travelling in a vacuum (and have some kind of personal air supply - or you're a zombie).

Answers:

1. No, the relative velocity of one spaceship from the other will be less than the speed of light.

2. The light leaving the headlights is travelling at the speed of light.

3. The super-accurate cyborg will see both headlights at the same time, as the light from them is travelling at the same speed over the same distance.

Common sense would probably dictate different answers to these questions. Does that make Einsteinian relativity a conspiracy?

By the way I'm no sort of physicist so I'd be happy to be corrected if any of the above is wrong.

--------------------

Another attempt at analogy to explain static versus dynamic loads (as I understand them from what's been explained so far): if you build a tower of cards and then remove a card from two-thirds of the way up, would you expect the bottom two thirds of the tower to remain standing?
 
Another attempt at analogy to explain static versus dynamic loads (as I understand them from what's been explained so far): if you build a tower of cards and then remove a card from two-thirds of the way up, would you expect the bottom two thirds of the tower to remain standing?

Of course not! It would be driven into the table-top like a nail. ;)
 
1. Imagine two spaceships that can travel at 0.75 times the speed of light. The move away from each other in opposite directions and accelerate to full speed. 0.75 + 0.75 = 1.5, so does that mean that the spaceships are moving away from each other at 1.5 times the speed of light?

Erm, no, you've got me there. Surely their speed relative to each other is 1.5 times the speed of light, but of course they're not going faster than light per se so it is possible?

Example: Two cars pass each other on opposite sides of the road, both doing 50mp. Surely their speed relative to each other is 100mph?

Or is this, like, a terminology thing?
 
And indeed all the other trained professionals on the site, of which there are many.

Of course, now is normally the point when a CTer (perhaps not NB) accuses us of lying about our qualifications.....:boxedin:

I just wanted to make sure he realized exactly how stupid that question was. The posts you've made in this thread are so comprehensive, and way beyond most of our skill levels, that I'm reduced to just being a cheerleader. I'll point our the really stupid things, and you do the heavy lifting :)

It just boggles the mind how someone can read something that so clearly shows their debate partner completely outclasses them, and yet they keep running their head into the wall. Like we've mentioned before, even if you did present a full analysis of the entire collapse, how would he know it was any better than just pulling some stuff out of thin air? Once it gets to a certain level above your head, it all looks the same.
 
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What he doesn't know is that the meter is running and my secretary has already prepared the first fee invoice to send to him.....
 

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