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Szamboti's Missing Jolt paper

Wrong! Content is all that counts, in the end .Either the argument stands on merit, or it fails. Strange, that you would see it any other way.
Now, we see the cockroach tendencies. Instead of presenting facts, data, calculations, and assumptions (including definitions of terms-hint, hint) the truther retreats to wanting to debate 2+2=4, and the identity of the arguer that 2+2 does indeed equal 4 is of prime importance, because an anonymous debater may have a hidden motive for insisting that the answer is 4? Or he might be a group?
:dl: :dl: :dl: :dl: :dl:
 
Anyone who wants to be taken seriously should reveal their full name and state why they believe what they do. Anyone threatening violence against anyone on either side should be prosecuted.
I guess you should take me seriously by your standards. Please address message #1112. Thanks.
 
TFK challenged the members of AE911truth to a debate and while they all give their real names he continues to use a pseudonym. When they turned him down he disparaged them for it. I think that is rather disingenuous of someone using a pseudonym.

If TFK wants to debate he should use his full real name. Otherwise we don't even know if it is one person posting as TFK.

In the case of Ryan Mackey he was willing to appear in public to debate me and he gives his full name, which made it a legitimate debate.

Giving it (or not) in confidence is different than posting it. I'll freely give you my name in confidence, but I'm not inclined to post it on the net. You were outted, which I don't agree with really, so you had to. Making an issue out of it is a little beneath you.
 
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Giving it (or not) in confidence is different than posting it. I'll freely give you my name in confidence, but I'm not inclined to post it on the net. You were outted, which I don't agree with really, so you had to. Making an issue out of it is a little beneath you.


There are many reasons why 3bodyproblem, for example, wouldn't post his real name on the net.
He could be a Dubai prince, or an employee of AE911Truth.

And where would that leave him. Mmmm?
In Dubai you can be caned 20 times for removing your veil of anonymity in the public sphere.

Besides, all the crazy ones are on the other side.
 
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There are many reasons why 3bodyproblem, for example, wouldn't post his real name on the net.
He could be a Dubai prince, or an employee of AE911Truth.

And where would that leave him. Mmmm?
In Dubai you can be caned 20 times for removing your veil of anonymity in the public sphere.

Besides, all the crazy ones are on the other side.

Being an employee of AE911 Truth is reason for a caning in these parts :p
 
Tony,

I mentioned a couple of times here that I've already had my internet stalker. That crazy person (they think of themselves as standing up for truth & justice) suggested that "the sight lines at an airport are excellent for a sniper rifle" when they thought that I was going to board an airplane whose departure time & location they knew. And then posted info about "the traitor in their midst" on my hometown web site.

Thank you, no. I decline to have my life turned upside down, like everyone else who has exposed their names to a bunch of delusional, disillusioned, paranoid or just plain bat-crap crazy whack jobs.

I am not a politician. I LIKE the ability to tell you, and other delusionists, that you are wrong, nuts, incompetent. I LIKE not having to sugar-coat it like some politician.

And, no thank you, I won't inflict upon you the burden of having to live up to your promise that you'll keep my identity confidential from other bat-crap crazies in your weakest moments when you are furious with me for exposing your monumental errors.

If you can think of any 3rd party, non-truther that you would trust, and that person is acceptable to me, then I will be happy to reveal my identity to them.

Tom

PS. Meanwhile, back to the objective issues, have you anything that you'd like to add about force, weight, or acceleration of objects in static equilibrium?

Would you like to answer my 5 questions about the velocity of the upper block of the towers between 1975 and 2000 now?
 
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The sad thing is that LOTS of people can try to besmirch Tony's name.

There is only one person that can really do it: Tony.
Tom

Your use of ad hominem is showing your desperation Tom.

What is your full name?

That was NOT an "ad hominem", Tony.

That was one of the finest, most important pieces of advice ever given me by a very, very wise man.

You should ponder it carefully.


Tom

PS. I am proud to say that my last name is the same as that of the very wise man.
 
That was NOT an "ad hominem", Tony.

That was one of the finest, most important pieces of advice ever given me by a very, very wise man.

You should ponder it carefully.


Tom

PS. I am proud to say that my last name is the same as that of the very wise man.
Amazingly enough, mine is also the same as a very wise man who told me the same thing...
 
I don't agree. TFK needs to remove the veil of anonymity if he wants to challenge others who have put their names in the public sphere concerning this issue.

Can you imagine a politician running for election with a pseudonym? Would you vote for them?

Debates between real people are all that really count. It is impossible to determine whether or not an anonymous person is just one person or a group or whether or not there is some possible conflict of interest.

When you were realcddeal your posts contained the same junk your posts as Tony Szamboti do. The same lies. The same dodging. The same mistakes. The fact you have not fully read the report you disparage as an anonymous poster or as Tony makes no difference.
 
Originally Posted by Tony Szamboti
I don't agree. TFK needs to remove the veil of anonymity if he wants to challenge others who have put their names in the public sphere concerning this issue.
Can you imagine a politician running for election with a pseudonym? Would you vote for them?
We ain't voting here, Tony-or whomever you are.
You don't vote on whether 2+2=4 or not. You don't vote on whether 36KSI steel fails at a stress level of 100KSI.
It's not a ****ing debate-it's about whether sin(4 deg)=.06976.
And that is not subject to debate

Debates between real people are all that really count. It is impossible to determine whether or not an anonymous person is just one person or a group or whether or not there is some possible conflict of interest.
Now, we see the cockroach tendencies. Instead of presenting facts, data, calculations, and assumptions (including definitions of terms-hint, hint) the truther retreats to wanting to debate 2+2=4, and the identity of the arguer that 2+2 does indeed equal 4 is of prime importance, because an anonymous debater may have a hidden motive for insisting that the answer is 4? Or he might be a group?
:dl: :dl: :dl: :dl: :dl:

When you were realcddeal your posts contained the same junk your posts as Tony Szamboti do. The same lies. The same dodging. The same mistakes. The fact you have not fully read the report you disparage as an anonymous poster or as Tony makes no difference.
 
Does anyone mind if I look for a different tack on this dispute? (That's a rhetorical question.)

I believe that the real problem here is simple incredulity. No matter what calculations and analysis show, Tony cannot accept that the lower part of a building can be destroyed by the dynamic load of the upper part falling on it. Therefore he concludes that any analysis that does show that must be wrong.

One likely contributing factor to the incredulity is that smaller scale objects, even fragile ones, do not behave that way. A stack of glass tumblers might very well shatter all the way to the bottom if an anvil is dropped onto it, but not if a smaller stack of the same type of tumblers is dropped on it.

And buildings aren't even fragile like glass. They're extremely strong. So it's even less likely -- to the point of being unthinkable -- that a steel office tower could collapse that way. Not unless some enormous additional factor is involved. One possible additional factor is magnification of the effective weight of the falling upper portion, resulting from high decelerations of the entire upper block acting as a monolithic mass to generate massive hammer blows. If that possibility is ruled out by failure to observe any such large decelerations, other possible additional factors such as explosives must be considered.

I offer a different explanation: no additional enormous additional factors are needed, because the premise that implies such a necessity is false. That premise is that buildings are very strong compared with drinking glasses or cardboard boxes or other small-scale objects.

It's just not true. In a very significant way, buildings are actually extremely fragile compared with small-scale objects. Specifically, in comparison with forces derived from their own mass (such as their weight), buildings are almost unimaginably fragile.

To illustrate this, I offer a simple thought experiment (which I've presented before on this forum, but not recently).

First, imagine a building. Actually, imagine four buildings, all the same, with normal contents, fifty or more stories tall, proportioned however you'd prefer.

Now, halfway up one of the buildings, build a big tray around it, strongly attached to the building's frame. Then, disassemble the other three identical buildings, and put all the materials and contents from all three buildings into the big tray. Imagine that the building survives -- perhaps creaking and groaning, maybe it would collapse if just one more brick were put in the tray, but it stands, supporting not only its own weight but an additional three times its own weight.

Would you agree that that must be an exceptionally strong building? Or at least, that such a building cannot be of below average strength? (That is a massive understatement, but if you'll admit that much, the argument will still work.)

Now, imagine another object: a wine glass. But it's a very delicate wine glass, with a bowl thinner than an egg shell and a stem thinner than a strand of thin spaghetti. It weighs only an ounce. And it is so delicate that if it were to be filled with more than four ounces (by weight) of wine, it would shatter.

Note that to fill such a glass, you'd have to use an eye dropper or some similar means, because the force of a normal stream of wine poured from a normal wine bottle landing in the bowl would exceed the force of four ounces of weight, and destroy it. When the glass is filled to its four-ounce capacity, don't even think about picking it up by the stem with your fingers. The stem would snap from the unbalanced sideways forces, or the upward acceleration of the wine when you lifted it would overload the stem. (It might be possible to pick it up by carefully cradling the bowl in your hand, but you'd have to have very steady hands; any tremble would shift the weight of the wine in the bowl, or apply torque to the base, causing the glass to exceed its limits and break.)

Would you agree that I've just described an extremely delicate wine glass? Or at least, a wine glass that's not of greater than average strength for a wine glass?

Here's the problem: if you accept that the building is strong and the wine glass is fragile, how do you explain the fact that as described, the wine glass is stronger than the building? The wine glass can (barely) support an additional four times its own weight, while the building can only (barely) support an additional three times its own weight.

And of course, real skyscrapers are not anywhere near strong enough to support an additional three times their own weight. And real wine glasses are amply strong enough to support at least 25 times their own weight when resting on a level surface, and are also strong enough to be picked up, moved around, and even (during toasts) impacted (albeit at low velocities) against other similar glasses.

The conclusion is that buildings, relative to forces derived from their own mass such as the weight of their upper floors, are really really really fragile. Far more fragile than wine glasses, by orders of magnitude.

Ditto cardboard boxes.

Ultimately, the reason for that is scale.

And that, folks, is the sought-after "additional factor" that explains why tall buildings can collapse the way the towers did on 9/11. Not explosives, and not massive high-deceleration hammer blows by the entire upper section. They're just very fragile, compared with the forces generated by large parts of themselves in motion.

Come to think of it, buildings are so fragile that many of them can actually be damaged by earthquakes! A mere few seconds of shaking! Can you imagine an empty cardboard box being damaged by being shaken by an earthquake (that is, without something else falling on it)? Ridiculous! Cardboard boxes are vastly stronger, that's why many of them able to support hundreds of times their own weight.

Intuition is usually very unreliable when it comes to effects of scale. Incredulity based on such intuition will lead even well-meaning and intelligent people to ridiculous conclusions. Correct quantitative analysis and intellectual honesty in accepting the results of such analysis even if counterintuitive, are the usual ways around that problem. But developing better intuition might also help.

Respectfully,
Myriad
 
Does anyone mind if I look for a different tack on this dispute? (That's a rhetorical question.)

I believe that the real problem here is simple incredulity. No matter what calculations and analysis show, Tony cannot accept that the lower part of a building can be destroyed by the dynamic load of the upper part falling on it. Therefore he concludes that any analysis that does show that must be wrong.

One likely contributing factor to the incredulity is that smaller scale objects, even fragile ones, do not behave that way. A stack of glass tumblers might very well shatter all the way to the bottom if an anvil is dropped onto it, but not if a smaller stack of the same type of tumblers is dropped on it.


Respectfully,
Myriad

The problem is that there is no dynamic load. That would require deceleration greater than 1g and velocity loss. This is not observed.

I am looking at the actual sizes and strength of structural elements and loads, so scale is not an issue.
 
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Tony,

I mentioned a couple of times here that I've already had my internet stalker. That crazy person (they think of themselves as standing up for truth & justice) suggested that "the sight lines at an airport are excellent for a sniper rifle" when they thought that I was going to board an airplane whose departure time & location they knew. And then posted info about "the traitor in their midst" on my hometown web site.

Thank you, no. I decline to have my life turned upside down, like everyone else who has exposed their names to a bunch of delusional, disillusioned, paranoid or just plain bat-crap crazy whack jobs.

I am not a politician. I LIKE the ability to tell you, and other delusionists, that you are wrong, nuts, incompetent. I LIKE not having to sugar-coat it like some politician.

And, no thank you, I won't inflict upon you the burden of having to live up to your promise that you'll keep my identity confidential from other bat-crap crazies in your weakest moments when you are furious with me for exposing your monumental errors.

If you can think of any 3rd party, non-truther that you would trust, and that person is acceptable to me, then I will be happy to reveal my identity to them.

Tom

PS. Meanwhile, back to the objective issues, have you anything that you'd like to add about force, weight, or acceleration of objects in static equilibrium?

Would you like to answer my 5 questions about the velocity of the upper block of the towers between 1975 and 2000 now?

If you want to have an e-mail debate through DGM that is fine with me. He is a non-truther and offered that in this thread today. He has my e-mail address.
 
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The problem is that there is no dynamic load. That would require deceleration greater than 1g and velocity loss. This is not observed.

I am looking at the actual sizes of structural elements and loads, so scale is not an issue.
and round and round we go.
Tony, your argument is more full of stuff than a Thanksgiving turkey, and you know it.
1 m/sec velocity loss over 1/10 of a second is 10m/sec^2, or slightly over 1 g. do it in 1/100 second, you get over 10 g. Your data, the many-times copied and recopied videos of the collapse, cannot show you even 1 meter, and certainly can't show you time stems even as low as .05 seconds--and at 10g load on any part of the structure, it will have already failed and is not supporting anything. it is out of the load path. Non-existent for that purpose. It is an ex-load member.
You keep forgetting.a=dv/dt
time is important, and you ignore it.
 
The problem is that there is no dynamic load. That would require deceleration greater than 1g and velocity loss. This is not observed.


It would require deceleration of what, exactly?

I am looking at the actual sizes ands strength of structural elements and loads, so scale is not an issue.


Actually no, you are not, at least in any publication of yours that I've read.

You measured the movement of a roofline. How much does a roofline weigh? What are its dimensions? How strong is it?

Respectfully,
Myriad
 
and round and round we go.
Tony, your argument is more full of stuff than a Thanksgiving turkey, and you know it.
1 m/sec velocity loss over 1/10 of a second is 10m/sec^2, or slightly over 1 g. do it in 1/100 second, you get over 10 g. Your data, the many-times copied and recopied videos of the collapse, cannot show you even 1 meter, and certainly can't show you time stems even as low as .05 seconds--and at 10g load on any part of the structure, it will have already failed and is not supporting anything. it is out of the load path. Non-existent for that purpose. It is an ex-load member.
You keep forgetting.a=dv/dt
time is important, and you ignore it.

No, I am not forgetting a = dv/dt. We discuss it in the Missing Jolt paper.

The video we used to measure the fall of the upper section was a purchased high fidelity copy of the Etienne Sauret video. The resolution is more than sufficient to pick up any deceleration required to amplify the load to what was necessary.

Many people have measured this fall in WTC 1 now and it is evident that there was no deceleration and that the upper section continuously accelerated during its fall.

You are amazingly making up a 10g load here out of whole cloth. If you read the paper you would see that we determine the energy dissipation in the columns which is equatable to loss of kinetic energy and velocity. This velocity loss can then be looked for since it requires time to recover. It just isn't there.
 
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Part of our problem here may be that it is assumed that there would be a jolt, as in verinage, because we are thinking of thje upper-block core columns taking part in driving the collapse, as do all the columns in a building taken down by verinage.

Problem with this thinking is that it is driven mostly by the floor slabs. Once enough of them collapsed or slumped out of their seats, starting a cascade of failures, any jolt would be rather minimal.

You don't even need the rest of the block to drive collapse of the floor slabs.
 
Part of our problem here may be that it is assumed that there would be a jolt, as in verinage, because we are thinking of thje upper-block core columns taking part in driving the collapse, as do all the columns in a building taken down by verinage.

Problem with this thinking is that it is driven mostly by the floor slabs. Once enough of them collapsed or slumped out of their seats, starting a cascade of failures, any jolt would be rather minimal.

You don't even need the rest of the block to drive collapse of the floor slabs.
Tony's problem is a whole lot more basic than that. He is hung up on principles a 3rd year engineering student will breeze past.
 

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