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Originally posted by Akareyon
If that were the case, a hollow tower would be the result. However, the connections were strong enough to transfer the force to the core and perimeter columns and pull them down in the process as well.
Originally posted by wmd_2008
Now as the collapse started ANY of the falling mass which fell onto the floor slabs COULD ONLY BE RESISTED BY THE CONNECTIONS (ANGLE IRON/CLEATS) that held that floor slab in position, those connection were the same for floor 90 or floor 60 or floor 25 they were designed to resist a set loading plus a safety factor.
Please rethink your argument.
Originally posted by Akareyon
Yeah, right. And I'm Napoleon, the Emperor of China, the inventor of the Bussard collector and Penicillin and in my leisure time I change water into wine and resurrect the dead.
Your alleged school career has no power on the internet. Your arguments need to be sound and valid. But they are not; you're so stuck on your "but the dynamic load was soooo huge" loop that you don't even understand anyone else's arguments. Just like you refuse to answer my simple question. Why is that? Because you don't really have a clue how the towers collapsed, you're happy with your "dynamic load" explanation and fail to see that it doesn't explain anything that happened on 9/11.
Your dynamic load must be great enough to accelerate the 9- to 10-fold of its own mass. How are you going to do that?
Originally posted by pheonix358
reply to post by wmd_2008
Sorry, does not prove much. You could be the Union photographer who takes photos of screw ups. You could be the guy that drills the holes. Your knowledge of how buildings fail is simply not up to scratch.
A little knowledge is dangerous. The problem is an unwillingness to understand your own limitations.
P
As you have stated before, you have a hard time understanding what I am saying. I believe you said what I say is "cryptic" to you. Sadly, you put statements into my mouth I never made instead of asking for clarification - which I was always happy to provide; posting examples of buildings that were meant to be demolished but survived although they dropped through the height of several floors with all their weight; showing even a house of cards doesn't progressively collapse from top to bottom; showing how a domino effect only works if the pieces are intelligently aligned. I never said "A has not happened before therefor A can not happen", for instance. Because, as a saying goes in my language: "one time is always the first time".
Originally posted by -PLB-
And flawed inductive reasoning: A has not happened before therefor A can not happen.
Originally posted by pheonix358
Tall structures fall over! They do not fall down onto themselves. It is truly that simple!
Yup. And I just spent exactly 5000 characters to say that
Originally posted by pheonix358
Tall structures fall over! They do not fall down onto themselves. It is truly that simple!
Originally posted by Akareyon
I never said "A has not happened before therefor A can not happen", for instance. Because, as a saying goes in my language: "one time is always the first time".
I am patient with you, so I'll explain my line of reasoning again so you don't have to guess what I "mean to say".
It also becomes very obvious that the towers failed in a way that can only be compared to controlled demolitions. Claiming that there was no such controlled demolition is a statement so extraordinary it requires some extraordinary evidence. "But planes, but fires, but fireproofing, but inevitable, but dynamic load" does not qualify as extraordinary evidence for what is seen on the videos.
Because the three 9/11 skyscrapers were vertically, axially compressed. Although two of the "collapse sequences" started with what looked somewhat like a classic buckling, with the top tilting a few degrees to one side - comparable to a tree that has taken a few blows with an axe - it soon started to descend vertically, pushing everything - the rest of the intact structure - out of its way into the basement and all over the neighbourhood, comparable to a controlled demolition.
Progressively is emphasized here because in a material like steel, such a "jerk" would usually propagate through the whole structure many times before the next floor has failed. In other words, the dynamic load of the falling section would have been distributed over (that is, dampened by) the rest of the intact structure within a few milliseconds.
But instead, the jerk was so great that the structure was unable to distribute the dynamic load force over the complete length of the structure; the segments were "shocked" out of the way one by one.
These are all extraordinary assumptions, yet there is no extraordinary evidence backing the official conspiracy theory.
So the next brain stretch necessary to somehow rationalize the official conspiracy theory is that many, if not all buildings are designed so that only a relatively small threshold needs to be overcome to induce progressive collapse, in other words, that the stress/weight ratio is similarly huge in all skyscrapers (why don't they lean on stormy days then?), and the only way to prevent these disasters is to strip search airplane passengers.
And somehow, deep inside, most "debunkers" know how silly that is and this is why they try to sidetrack and insult, resort to sophistry or claim to know better solely based on their alleged expertise when confronted with plain, simple logic and physical laws. After all, their world view stands, hangs and falls with the 3 9/11 skyscrapers.
Yes it would. No I'm not making this up.
Originally posted by -PLB-
Progressively is emphasized here because in a material like steel, such a "jerk" would usually propagate through the whole structure many times before the next floor has failed. In other words, the dynamic load of the falling section would have been distributed over (that is, dampened by) the rest of the intact structure within a few milliseconds.
No it would not. You are making this up.
I have a small update for you.
But instead, the jerk was so great that the structure was unable to distribute the dynamic load force over the complete length of the structure; the segments were "shocked" out of the way one by one.
It's pretty simple to explain why this is incorrect. The forces have to be transfered down the structure. The first column length which is transferring the force to the column length below it is the part that will fail first.
So its impossible to "distribute the dynamic load force over the complete length of the structure". That statement doesn't even make too much sense. All the load will be on the first resisting column length meets, and it will only transfer the load it is capable of transferring down, until it fails for course.
First extraordinary assumption: a skyscraper compresses uniaxially under its own weight.
Can you list say 5 of these extraordinary assumptions?
What about the buildings where collapse was initiated... but stopped?
The most obvious way to prevent this is to prevent collapse initiation after a plane impact.
Originally posted by Akareyon
So no, it is not "impossible to distribute the dynamic load force over the complete length of the structure"; in fact, it is the most common phenomenon to be encountered in the universe.
First extraordinary assumption: a skyscraper compresses uniaxially under its own weight.
Ummm... that should suffice.
What about the buildings where collapse was initiated... but stopped?
This is where the part with the velocity of propagation comes in. It is so great that the pressure wave would run to the basement and back in the time one single floor needs to fail completely :-)
Originally posted by -PLB-
Originally posted by Akareyon
So no, it is not "impossible to distribute the dynamic load force over the complete length of the structure"; in fact, it is the most common phenomenon to be encountered in the universe.
This only happens when the part of the columns or the floor that is impacted does not fail. If it does fail it can not transfer the forces to the lower part of the structure, as it loses its load capacity.
Obviously, the floors connections in the WTC failed way before they could transfer any significant load to the columns.
Now, what did you tell me about shifting the goalposts? ;-) I'm okay with that, though, under one little condition.
If you change it to: Some skyscrapers can collapse uniaxially under their own weight given that 1 or more complete floors fail.
Then I can live with it.
So the towers were brought down by controlled demolitions?
Evidence of to support this so called "extraordinary" assumption is readily available. We see it happen in several controlled demolitions.
One, or more, or all... so, here comes aforementioned condition.
The main difference is the method of making 1 or more floors fail.
Oh, sorry, I was pretty sure I had mentioned this and this one, as they are my favourites - the first one for the music and the other one for the huge "BOOM!" flag :-)
What about the buildings where collapse was initiated... but stopped?
Its another possibility. We already been over this. You were unable to demonstrate the feasibility of it,
Originally posted by Akareyon
This is where the part with the velocity of propagation comes in. It is so great that the pressure wave would run to the basement and back in the time one single floor needs to fail completely :-)
Now, what did you tell me about shifting the goalposts? ;-)
If you change this to: the main difference is the relative amount of floors made to fail, I can see the dawning light of an agreement between the two of us.
Extraordinary Assumption No. 1: skyscrapers can collapse uniaxially under their own weight given that less than X% of all floors completely fail.
For X, I would insert something around 10 or 15 or so, what do you think would be fair?
Oh, sorry, I was pretty sure I had mentioned this and this one, as they are my favourites - the first one for the music and the other one for the huge "BOOM!" flag :-)
It means that the pressure wave travels at around 4512 m/s in steel, down the structure and back, whereas the speed of an object after free falling 3.7 meters at g=9.81 m/s² is merely 8.52 m/s. So during the time of one floor being crushed, a huge portion of the dynamic load force can easily distribute all over the structure of remaining intact floors, be partially absorbed into the ground and partially reflected back up many times over. It is far from "impossible", it is the most usual thing in the universe to occur.
Originally posted by -PLB-
Originally posted by Akareyon
This is where the part with the velocity of propagation comes in. It is so great that the pressure wave would run to the basement and back in the time one single floor needs to fail completely :-)
Not sure what this means.
Wow, no, I really didn't know that. I'm quite sure that a large percentage of floors need to be made to fail in a controlled demolition, not just a few.
If you change this to: the main difference is the relative amount of floors made to fail, I can see the dawning light of an agreement between the two of us.
Sorry, no agreement. There are examples of controlled demolition that have a similar amount of floors as in the WTC that fail. You already know this though.
a) vérinage demolition utilizes hydraulic cylinders and pulleys and removes load-bearing walls beforehand, b) WTC tower is the extraordinary thing we're discussing and c) Bazant clearly says it can best be explained with a controlled demolition.
Extraordinary Assumption No. 1: skyscrapers can collapse uniaxially under their own weight given that less than X% of all floors completely fail.
For X, I would insert something around 10 or 15 or so, what do you think would be fair?
I think 2 would be fair, based on a) verinage demolition b) WTC tower collapses c) publications by Bazant.
I was trying to be generous, that's all, but I'll agree with 2, of course, or we could meet in the middle, let's say 8:
Do you have anything to support your "15"? Or did you make that up on the spot?
:-) Nice try. Please allow me to stress that the evidence I had the honour to present - two totally unrelated and different buildings - clearly shows that the interruption of a progressing collapse is nothing out of the ordinary and even common if the charges don't go off as planned, which in turn backs my not-so-extraordinary claim that the floors have to be weakened just in time in order to facilitate the uniaxial collapse of a tall building. You, on the other hand, are the one defending the extraordinary assumption that once collapse is initiated, progression is inevitable, so you are the one to come up with extraordinary evidence - other than the subject of the debate. For whether it happened or not is not the question, the question is how and why it could happen. Planned demolition is the ordinary assumption. Failure of 2%-15% of the floors (for example because of fires and some localized structural damage due to a plane crash or a suitcase bomb or a gas leak) and inevitability after initiation is the extraordinary assumption. The assumption is not the evidence.
Now do a feasibility study to figure out the benefit to make all buildings with such a feature. Take in consideration that significant measure are already been taken to prevent collapse initiation as a result of plane impacts. And put your focus on skyscrapers. Or find a publication of such a study, which is also fine.
Originally posted by Akareyon
I was trying to be generous, that's all, but I'll agree with 2, of course, or we could meet in the middle, let's say 8:
Consider a typical floor immediately below the level of collapse initiation and conservatively assume that the floor is still supported on all columns (i.e., the columns below the intact floor did not buckle or peel off due to the failure of the columns above). Consider further the truss seat connections between the primary floor trusses and the exterior wall columns or core columns. The individual connection capacities ranged from 94,000 pounds to 395,000 pounds, with a total vertical load capacity for the connections on a typical floor of 29,000,000 pounds (see Section 5.2.4 of NIST NCSTAR 1-6C). The total floor area outside the core was approximately 31,000 square feet, and the average load on a floor under service conditions on Sept. 11, 2001, was 80 pounds per square foot. Thus, the total vertical load on a floor outside the core can be estimated by multiplying the floor area (31,000 square feet) by the gravitational load (80 pounds per square foot), which yields 2,500,000 pounds (this is a conservative load estimate since it ignores the weight contribution of the heavier mechanical floors at the top of each WTC tower). By dividing the total vertical connection capacity (29,000,000 pounds) of a floor by the total vertical load applied to the connections (2,500,000 pounds), the number of floors that can be supported by an intact floor is calculated to be a total of 12 floors or 11 additional floors.
This simplified and conservative analysis indicates that the floor connections could have carried only a maximum of about 11 additional floors if the load from these floors were applied statically. Even this number is (conservatively) high, since the load from above the collapsing floor is being applied suddenly. Since the dynamic amplification factor for a suddenly applied load is 2, an intact floor below the level of collapse initiation could not have supported more than six floors. Since the number of floors above the level where the collapse initiated exceeded six for both towers (12 for WTC 1 and 29 for WTC 2), neither tower could have arrested the progression of collapse once collapse initiated. In reality, the highest intact floor was about three (WTC 2) to six (WTC 1) floors below the level of collapse initiation. Thus, more than the 12 to 29 floors reported above actually loaded the intact floor suddenly.
Originally posted by Akareyon
Remember my tower made of vinyl records and paper loops?
Originally posted by Akareyon
It means that the pressure wave travels at around 4512 m/s in steel, down the structure and back, whereas the speed of an object after free falling 3.7 meters at g=9.81 m/s² is merely 8.52 m/s. So during the time of one floor being crushed, a huge portion of the dynamic load force can easily distribute all over the structure of remaining intact floors, be partially absorbed into the ground and partially reflected back up many times over. It is far from "impossible", it is the most usual thing in the universe to occur.
Wow, no, I really didn't know that. I'm quite sure that a large percentage of floors need to be made to fail in a controlled demolition, not just a few.
a) vérinage demolition utilizes hydraulic cylinders and pulleys and removes load-bearing walls beforehand
c) Bazant clearly says it can best be explained with a controlled demolition.
I was trying to be generous, that's all, but I'll agree with 2, of course, or we could meet in the middle, let's say 8:
:-) Nice try. Please allow me to stress that the evidence I had the honour to prese and different buildings - clearly shows that the interruption of a progressing collapse is nothing out of the ordinary and even common if the charges don't go off as planned, which in turn backs my not-so-extraordinary claim that the floors have to be weakened just in time in order to facilitate the uniaxial collapse of a tall building.
You, on the other hand, are the one defending the extraordinary assumption that once collapse is initiated, progression is inevitable, so you are the one to come up with extraordinary evidence - other than the subject of the debate.
For whether it happened or not is not the question, the question is how and why it could happen. Planned demolition is the ordinary assumption. Failure of 2%-15% of the floors (for example because of fires and some localized structural damage due to a plane crash or a suitcase bomb or a gas leak) and inevitability after initiation is the extraordinary assumption.
Originally posted by hellobruce
Originally posted by pheonix358
Tall structures fall over! They do not fall down onto themselves. It is truly that simple!
So show us evidence of that happening in 100+ story buildings....