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situation 1: Upper and lower chord make up one rigid body (compressive diagonals have not failed).
situation 2: Upper chord progressively takes over the load (compressive diagonals fail).
In situation 1 the bending stress in the lower chord is much higher than the bending stress in the lower part of the upper chord of situation 2. I don't see how this line of reasoning is wrong.
The evidence I know of are the models and tests by NIST and the one in the paper. I know of no evidence that shows the complete truss will fail when only one member of the truss fails.
Yes. And ymax in a single chord is much smaller than ymax between two chords.
So what is keeping you? In my opinion this is the major problem with the truth movement as a whole.
even though you made a refreshing start.
I would really like to see which assumptions you make and how you get to those values. For example, do you assume that the upper chord carries all the load? It seems to me the 100% catenary is never reached. I don't think all compressive diagonals buckle, and I think they will keep at least some strength. This is illustrated in figure 8(b) where you see the diagonals progressively fail. Thats what I get from the paper.
And your point is that it should fail sooner? In that case, It would help to see your math.
I'm not sure what actions you're talking about here
Forgive me but I read through the whole paper again and found absolutely no mention of 11.6 degrees, the nearest mention is 11.7 minutes until pull in forces developed. Perhaps you could quote it, or show me how you derived it. Solving a catenary for known deflection and arc length is a pain in the butt.
That isn't true, nor did you argue just for the vertical component of the load. You argued that because the angled truss did not apply its full self weight in vertical force, then the model was inaccurate.
You cannot both argue this and then argue that a truss applying no weight whatsoever is accurate. Perhaps I missed part of your argument but this seems pretty contradictory to me.
Originally posted by esdad71
reply to post by bsbray11
Are you saying that did not happen or that you do not agree that it was the initiating event?
Originally posted by esdad71
Are you saying that did not happen or that you do not agree that it was the initiating event?
Originally posted by Azp420
It appears you don't understand internal stresses at all. I explained stresses pretty well in my last post. There is never any bending stress in the lower chord FYI. You might want to also find out how a truss works.
If your evidence doesn't include the internal forces in members and the capacity of members to resist these is it just blind faith that models are correct?
I completely contradicted your statement and you reply with yes? So you see that your reasoning was wrong? I've got no idea what you're talking about with the two chords.
Time. And it's not important enough to me to spread the word about, IMO there are more important issues, but I'm not about to spend my life crusading around for justice instead of having fun. I come on the 9/11 forum when I get a period of free time because I enjoy getting involved in the debate and expanding my knowledge in this interesting subject. I'm not looking to convert anyone. Anyone who has the technical understanding and interest to carefully examine which model they wish to follow can already get access to a range of proofs allowing them to make up their mind. IMO it's more of a psychological thing. Some people are not ready to let go of faith in their government, and that's fine.
My point is that the configuration described in the model which causes the truss to exert pull-in forces on the column is in no way possible and outside of the laws of physics. You've seen all the relevant math for this. The 322kNm moment for your theory of minority catenary action (not based on any evidence) was achieved by distributing all the load not carried by catenary action. I can provide more detail and equations if you wish.
Take a look at figure 4 in the paper. The horizontal black arrows represent compression in the upper chord, the white arrows represent tension in the lower chord. Are you saying the paper is wrong?
Well, again look at figure 4, it seems to me all internal forces were covered.
Since you do not have any model at all (let alone one that includes internal forces), would you call your own position blind faith also? If not, why not?
As far as I know you did not contradict anything, just supported what I said. I wrote "the bending stress is much lower in the lower part of upper chord". Add to that "than the bending stress in the lower chord". I did not add it because I already wrote that a couple of time so I assumed you would know what I mean.
You indeed won't convince anyone by proclaiming to know NIST is wrong and then not come with any proof to back it up. But since its not your goal, I guess thats ok. I am a bit curious though, I am not sure if you believe in conspiracies, but if you do, don't you think it is kind of your obligation as citizen to expose it? Especially when all it takes is writing a paper? I must say that I find your indifferent attitude a bit odd.
That would help a lot.
Originally posted by Azp420
It seems you have forgotten what you were talking about. You were claiming bending stresses in the lower chord. There was never any bending in the lower chord, only pure axial stresses.
A truss can be thought of as a beam where the web consists of a series of separate members instead of a continuous plate. In the truss, the lower horizontal member (the bottom chord) and the upper horizontal member (the top chord) carry tension and compression, fulfilling the same function as the flanges of an I-beam. Which chord carries tension and which carries compression depends on the overall direction of bending.
Perhaps you should look again at figure 4. Upon closer inspection you will notice that these were the forces in the truss at ambient temperature, and would have been the same on any other day before 9/11. They went through the time and effort to publish this worthless piece of information, but for some reason (most of us know what that is) decided against publishing an equivalent diagram for the truss when it was in its maximum deformed state and supposedly about the cause the columns to fail. Why do you think that is? Another silly error or oversight?
So far the only evidence you have is an authority saying /trust us, this is what happened.
I don't need an alternative model before I am able to disprove other bad models. If I don't believe in the official version of events that doesn't mean I'm obligated to have a bulletproof alternative model to switch to. I've done calculations to prove to myself that the rate of collapse of all three towers is too great to be from gravity alone. It wouldn't surprise me that a government would stage a false flag against its own citizens, as false flags have been staged before and the government has been waging a war against its citizens for the past several decades, destroying hundreds of thousands if not millions of once peaceful lives.
Implying that the reason the bending stress was lower was due to the y value of the lower part of the upper chord. I think the miscommunication has arisen from your not understanding what the neutral axis and how the y value is determined.
The bending stress in the upper chord cannot be less than the bending stress in the lower chord, because the bending stress in the lower chord is approximately zero.
I've been calling NIST claims wrong and providing mathematical proof. An alternative model is not proof, it's just an alternative model.
There are a lot more hard-working people than I producing papers and presentations. Joe Public isn't influenced by technical works though. He is influenced by what his government and media tells him.
My indifferent attitude is because like voting, my effort will be a drop in an ocean. Activists dedicate their lives to their cause, and unless they enjoy it, it's not worth it. I can think of a hundred things I'd rather do with my life than dedicate it to this cause, and many other causes that are (IMO) more important than this one. My attitude is probably odd to you because although I lead a sincere life, I do not lead a serious life (you guys should try it, it's awesome ). If anyone is interested, I owe this to the philosophy of Alan Watts, who is the most logical man I have ever heard speak (which is why his words appealed to an engineer).
Ok, here's how I got the 322kNm midspan moment:
70.4kN vertical load not taken by catenary action (calculated in previous posts) for half of a truss (9.15m). This is w, which equals 7.69kN/m (70.4/9.15)
Length of entire truss, L, equals 18.3m.
Moment at mid span = wL^2/8
=322kNm
Originally posted by Azp420
Ok, here's how I got the 322kNm midspan moment:
70.4kN vertical load not taken by catenary action (calculated in previous posts) for half of a truss (9.15m). This is w, which equals 7.69kN/m (70.4/9.15)
Length of entire truss, L, equals 18.3m.
Moment at mid span = wL^2/8
=322kNm
Through a progressive load redistribution process, illustrated in Fig. 8(b), the compressive diagonals then successively buckle at the same temperature. Eventually, this series of local instabilities causes the remaining part of the composite truss to collapse through tension of the slab and top chord.
Originally posted by ANOK
[BTW that pic is showing the outer mesh, not the core, what happened to the core? I there another shot of that?)
That is one of the central issues of this entire business. In order to present a pretense of a SCIENTIFIC explanation of how the buildings could collapse they have to look for a weak spot and exaggerate and propagandize everyone with it.
The horizontal beams in THE CORE just about completely disappear.
I just did a calculation recently. The length of horizontal beams on each level in the core had to be at least twice the length of the vertical height of columns in the core at each level.
So what would that do to its ability to absorb and transfer heat without weakening?
When do any EXPERTS on either side of the issue point that out?
Where is there a diagram of how the horizontal beams in THE CORE were laid out?
Originally posted by esdad71
reply to post by psikeyhackr
That is what NIST does. They look for the weak spots...the places that need to be corrected in order to make sure that it does not happen again in future buildings. The also work in numerous other fields of science. The new WTC7 is a prime example. I am not going to provide a link or a list but there were dozens of changes for specific codes for construction based off the NIST findings and testing.
Originally posted by esdad71
reply to post by psikeyhackr
That is what NIST does. They look for the weak spots...
Originally posted by esdad71
Here is a video of the north tower that shows how it sheared the lower floors and there is no pancake.
Originally posted by esdad71
reply to post by ANOK
Lightweight trusses? Not me. What are you referring too?
Originally posted by esdad71
reply to post by psikeyhackr
Your argument that they did not include the weight of the concrete then therefore it must be all delusion is literally a joke.
Also,more than 30 floors of the South tower core and north tower core were still standing seconds after the collapse. This means that part of the building did it's job but without the outer core it was not able to work with the inner and it fell.
Here is a video of the north tower that shows how it sheared the lower floors and there is no pancake.
www.youtube.com...