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Originally posted by Azp420
Since load is applied at the top of the truss forces are transferred via the diagonals to the bottom chord. A top chord in tension would put the bottom chord in compression. This means the top chord would also have to carry any load in bending which is not being carried by catenary action. I've shown it does not have the capacity to do this.
As I mentioned in my previous post, this is an unheard of phenomenon and I was unaware of it until this thread. I'm open to being proven wrong, but I've yet to see how it would be possible in this case. All my calculations and visualizations thus far indicate that it is not possible, although the possibility exists that I may be missing something.
I can't quickly just whip up these kinds of models either, but I can determine if they are plausible based on their published results. I showed mathematically how I came to my conclusion.
The protected simulations only ran for 60 minutes.
Originally posted by Varemia
Originally posted by psikeyhackr
Originally posted by Varemia
reply to post by psikeyhackr
Why don't YOU demonstrate that it CAN'T?
See, we can go on all day here, Psikey.
But you can't demonstrate anything. I demonstrated that a self supporting structure stops a small percentage of its mass trying to crush its own support. It is called experimentation. Does that have anything to do with SCIENCE?
www.youtube.com...
So where is your demonstration?
psik
How many effing times does this have to be disproven? Your model has NOTHING to do with the collapse dynamics of the towers. They didn't crush down like that AT ALL. It's called a BAD EXPERIMENT.
Originally posted by -PLB-
reply to post by psikeyhackr
I hope you realize you are making an argument from ignorance here. Just because you don't know how to build a model that collapses all the way down doesn't mean it is impossible, or even hard to do. Although don't think anyone is going to build such a model just to convince you. I am just pointing out that your argument doesn't hold any water.
Originally posted by esdad71
reply to post by psikeyhackr
So, now you think all the computer simulations that you wanted so bad are faked? Your washer experiment is one of the funniest things I have ever seen to show what happened on 9/11. It shows how physics works but it is not applicable to that day. Your model is incorrect and reminds me of a 4th grade science project.
Originally posted by psikeyhackr
But that means the falling mass would lose kinetic energy inflicting the damage. There ain't no such thing as FREE ENERGY.
I have said many times that 9/11 is grade school physics.
It is not my fault that the core columns in the Purdue simulation don't move. Ask the NIST if they are lying about the south tower deflecting 12 inches at the 70th floor and oscillating for four minutes. Either Purdue or the NIST must be bullsh#ing.
My model is less than 4 lb. The north tower was more than 400,000 tons.
But the NIST can't even tell us the total for the concrete and doesn't supply the distributions for steel and concrete. It took me two weeks to conclude that airliners could not destroy those buildings. But how the mass and the strength had to be distributed for the buildings to hold themselves up and withstand the wind were the basis of my conclusion.
So it sure is curious that we do not have that data after almost TEN YEARS.
Yeah, anybody trying to promote the stupid idea that the top of the north tower could destroy everything below in less than 18 seconds has to denigrate my model. But then they can't build one that does collapse completely and they don't supply complete data on any computer model of the tower.
How many feet of horizontal beams were there on each level in the core of the north tower? Why is that such difficult information to obtain? Where have any official American experts raised the question? Didn't they have to contribute to the tons of steel on each level?
Originally posted by esdad71
reply to post by psikeyhackr
I have said many times that 9/11 is grade school physics.
Then why do you not believe what is presented?
Originally posted by esdad71
No, not true. But to say your simulation is more accurate than NIST or Purdue is a laugh man. Really.
Originally posted by psikeyhackr
Originally posted by esdad71
reply to post by psikeyhackr
I have said many times that 9/11 is grade school physics.
Then why do you not believe what is presented?
Physics is not about BELIEVING.
Grade school physics makes it obvious that the top 15% of a 1360 foot skyscraper could not destroy the rest in less than 18 seconds.
Conservation of momentum combined with the energy loss required to destroy supports strong enough to support the weight.
Something else had to be involved.
psik
Originally posted by esdad71
Originally posted by psikeyhackr
Originally posted by esdad71
reply to post by psikeyhackr
I have said many times that 9/11 is grade school physics.
Then why do you not believe what is presented?
Physics is not about BELIEVING.
Grade school physics makes it obvious that the top 15% of a 1360 foot skyscraper could not destroy the rest in less than 18 seconds.
Conservation of momentum combined with the energy loss required to destroy supports strong enough to support the weight.
Something else had to be involved.
psik
No, it does not make it obvious and no one on here can prove it otherwise. It is not grade school physics either. The concepts such as equal and opposite reactions, etc, yes, but it is not as simple as the model you made. Sorry, but that is just a fact.
Momentum is defined by mass and velocity. Please explain to me what the frame of reference is you used in determining that the physics on 9/11 were not proper?
Also, can you please explain what else you think added to the equation...explosives maybe???
The way I see it (I must admit this is rather based on my intuition, so can well be wrong): the transition between regular load and catenary is gradual. You can have top chord in compression and lower chord in tension, and have some degree of catenary action. The compression in the top chord is not uniform (see fig4). The sections that are connected to the columns can be in tension while the rest is in compression. It seems to me any configuration of regular load and catenary is possible, limited by truss failure.
I can't be 100% certain you are wrong, but from my position there is the opinion of an anonymous person on a forum versus the opinion the engineers at NIST and a at least one published paper (there are more) from a university.
Maybe this will interest you. I found it while searching something else. Its not the government did it type of conspiracy, but it may contain the issue you are addressing. (I did not have the time to read it myself).
Originally posted by Azp420
For tension to be limited to the first little part of the top chord it would have to be a very low value (much less than 85kN). The compression in the rest of the top chord would also have to be very low, meaning the truss is not taking much in bending.
At 85kN this would no way be limited to the first little part of the top chord.
I can completely understand why you are skeptical of some guy from the internets. I like to think most of what I say can be verified by checking textbooks and the internet however.
Not all universities are in agreeance with NIST. The paper you posted is calling NIST out.
I don't have much respect for universities. They are money making machines. 90% of my education was a complete waste of time. It's all about jumping through their hoops while they collect an extraordinary amount of money from you at each hoop.
I have no trust for government departments. They are all about looking after corporate interests. I mean, you'd expect the government to inform its citizens about the cure for cancer, right? They lie every day and their laws are based on lies.
The calculations themselves? Because all you've protested so far is my interpretation of the report. Are you still going to email the authors for clarification?
I don't see why the tension is limited to the first section of the top chord, or why it has to be very small. Any combination is possible
To give a rough estimate example: subtract 40 from all sections in the top chord, and add it in the lower chord. The maximal tension you get is ~88 in lower chord, the compression in the middle of the top chord ~8. The diagonal connected to the column has a tension of ~56, and the first section of the top chord has a tension of ~24. Add these up and you get ~80 pull in force. I know this is a flawed model as it ignores many factors, but it may give you an idea of what I mean.
I don't believe they would be capable of (huge) lies without somebody screwing it up, with exception maybe the intelligence agencies.
I don't really have an issue with your calculations themselves, but I do have an issue with the way you relate them to the actual truss.