I very roughly estimate the amount of steel in WTC7 to be somewhere near 50.000 metric tons, give or take a couple of tenthousand. Agreed? If that is 99$ of all the metals in that building, then we'd have 500 metric tons of other metals. You know, just a ball park number. Copper plumbing, aluminium has plenty of uses, you name it.
That's above twice the actual steel according to Salvinaris' article:
http://911research.wtc7.net/mirrors/CSEC/index.html
So at 1% we would have 116 metric tons, the two metals you named are a large fraction of the remaining 1%: Aluminum, then copper.
How much molten metal did the firefighter alledly see? And when did they see it? And where? Can you account for more than a few 100kg on the premises of WTC7? In fact, I am not aware of any firefighter mentioning molten metal specifically at the WTC7 site. Then again, I have not looked into that. It's your claims, you clue me in!
I agree with you here, I don't know where the firefighters were either, nor do I know how much molten whatever they say. But plenty of statements are made here:
http://www.youtube.com/watch?v=8YaFGSPErKU&feature=player_embedded
There are several first hand witnesses that ID the material as molten steel. That suggests that there were metals other than copper and aluminum in a molten state. Watch the video please.
When I know there are 500 tons of metals that have a melting point far below that of steel, then it doesn't matter how many tens of thousands of tons of steel there are also - the first to melt will be the others! Always!
Agreed?
I agree, and this is why FEMA C is so interesting:
http://911research.wtc7.net/wtc/evidence/metallurgy/WTC_apndxC.htm
"2. Heating of the steel into a hot corrosive environment approaching 1,000 °C (1,800 °F) results in the formation of a eutectic mixture of iron, oxygen, and sulfur that liquefied the steel."
See under figure 1-8. Because this suggests that there were conditions that not only melted Al and Cu, but also steel. How is this possible?
It screams "DEREK! FILL ME WITH NUMBERS! SOLVE ME!"
Hah! It is screaming more than that. Pick your time interval, that dissipative term and the F term on the opposite sides have meaning. Is energy conserved or not? This much I need to establish.
Great. I understand that you want the data to check it. I am not here arguing that NIST should keep it locked up. But may I point out that you are very much basing your whole argument on incredulity? You agree 100% that they used an appropriate method, you just don't like the result.
So you must charge incompetence or malfeasance.
No, they picked the right method, the right ENERGY method (FEA), and I tried to explain why this is "right". But not showing me the input to this FEA method is like telling a cop that you're ok to drive and don't need to take the stupid breathalizer test, no matter how much you we swerving and running over trash cans on the sidewalk. Will he believe you. Will real engineers believe NIST without seeing what “WENT INTO THEIR MODEL?”
When a redundant structure (from column loading capacity) plunges to the ground like our eyes all saw, seeing all the
1. Remaining input and all results files of the ANSYS (FEA) 16-story Case B collapse initiation model
2. Break element source code
3. ANSYS (FEA) scripts files for the break elements
4. Custom executable ANSYS (FEA) files
5. All spreadsheets and other supporting calculations used to develop floor connection failure modes and capacities.
6. Connection models
that made up the "energy" fea analysis is important. Otherwise, how can anyone believe the result?
Ah! Now there is a definite claim, at which, I am sure, you arrived at with evidence?! Using a Lagrangian, even? If so, show the work! If not, then I guess your claim is moot.
Actually, I stated why theory won't allow no resistance, and the best analytical approach is FEA, due to the reasons stated in #1712.
But the FEA is still good, isn't it?
Yes, third party FEA. More FEA than NIST alone. Do you agree?
Ok...

Like I said, I am not an engineer. What I see there is no mention of "Langrange", no mention of "energy" either. What's that link to do with "the Lagrange energy method"?
I'm trying (in vain) to establish the needed energy for buckling initiation...and then establish the needed energy for dissipation once initiation begins. The Lagrangian equation will point some things out that defy unopposed collapse for 100 feet.
No. Actually, I am mainly here to figure out why you keep inflating this "molten steel" nonsense, and how you propose to wrap that molten steel into a theory of intentional collapse. How you gonna explain molten steel 16 days after the collapse, or even weeks later, with any criminal activity on 9/11.
I'm not interested in criminal activity. That goes into conspiracy theories and beyond. I'm only interested in understanding how those buildings fell like they did. I'm puzzled beyond belief as to why and how these statements were made:
http://www.youtube.com/watch?v=8YaFGSPErKU&feature=player_embedded
Maybe you could help me since you are interested in the thermite claims.
I know that explosives won't cause molten steel to appear 16 days later. I know that hydraulic devices won't, and I know damned sure that thermite can't do it because it contains so pathetically little energy.
Which type of energy? Be specific.
Eqn. 1: Fe2O3+ 2Al → 2Fe + Al2O3+ 181.5 kcal
Eqn. 2: 3Fe3O4+ 8Al → 9Fe + 4Al2O3+ 719.3 kcal
These thermite equations are highly exothermic, and the energy release depends on the amounts and availabilities. Pathetically little energy is unspecific and perhaps an overstatement with respect to your intention to persuade away from a thermitic technology possibly applied.
So, really, all I want to figure out is: Why do you, and the liars over at AE911truth, keep mentioning reports of supposed molten steel?
The liars? Which, all are liars? List the AE911t lies, and list who among the 1317 (or however many) are guilty of your charges of lying.
Hm ok the other day I googled one of you variations of the phrase "Lagrange energy method" and found only this thread, but I see now that this wording does yield results. Never mind.
Arguing on the internet is one thing, and highly conducive to "google searches" alone. Deep study is another thing. If you are truly interested in energy theory, this is a good book if your background has some math beyond high school:
http://www.amazon.com/Principles-Variational-Methods-Applied-Mechanics/dp/047117985X
Lagrange made huge contributions to Newton's equations in regards to energy methods for analysis. And the equation I've presented above gives clarity to the dissipative energy that he developed and occurs when columns buckle and steel deforms.
My reading of this thread is: You have not posed your question well enough. What exactly do you want to have explained, and what are the assumptions at the base of your question?
I understand that you need this explained to you, because you are yourself unable to do it? Is that right? Or are you able to do it, have done it, and came up with a different result? Then you should show your work, so the engineers here know what you are talking about.
Thread #1659 has questions I've repeated for a long time. I want these questions answered, and I want a discussion on their answers and how they relate to dissipative energy.
So you are saying it is impossible to explain to you anything in the format of a forum discussion, because it can't be done without software?
Of course not. TFK's statement (and many of his other statements) make it plain to me that he is not an engineer. Hand methods are fine. Numerical methods, computer software, tables, empirical analysis are fine as well. As long as the underlying principles and assumptions are also fine.
We haven't exactly seen you breathe...
LOL, I was metaphorically stating that if TFK is an engineer, I'm a baboon. And I get my baboon kicks from laying banana peels in front of Tarzan.
Oh great! Where's the code, the data, and the results? Going to publish these?
If you think that is a good question, what is your answer?
I've worked through it, and yet I'm looking for others who are so convinced that the NIST results are acurate to run through this buckling analysis. How can you be so certain if you don't know how redundant the column load capacity is?
Again, TFK appears to be posing as an engineer. If he really is, he has hitherto made a litany of statements that defies engineering practice, thought, knowledge, culture, methodology, testing and analysis. Real data comes from testing real physical evidence. Claiming that no evidence physical evidence is necessary all while not minding NIST withholding
1. Remaining input and all results files of the ANSYS (FEA) 16-story Case B collapse initiation model
2. Break element source code (FEA)
3. ANSYS (FEA) scripts files for the break elements
4. Custom executable ANSYS (FEA) files
5. All spreadsheets and other supporting calculations used to develop floor connection failure modes and capacities.
6. Connection models (FEA)
And supporting the result is suspect. Engineers do not practice this way. And buying of wholesale on NIST's statements, with respect to what I just said, puts TFK's so called "engineering education and experience" in a very suspect light.
Hmmm I have read both of y'all's posts here, and tfk's, franky, seemed to be a lot better structured, reasoned, and straighter to the point. He's gone out of his way to actually answer a few questions, even though those were merely "gotchas" in an (admitted by you) set-up.
So far tfk has come across to me as an experienced engineer, and you have come across as an arrogant punk.
Maybe I come across as an arrogant punk, that's fine. I'm sorry, but still, the points raised in #1400 and #1475 still stand. The questions raised in #1659 are not challenging, especially for engineers. The answers to the questions are the challenging part. That’s the gotchya. Anyone can already recognize that I am leading to a point in which I will show you, using accepted methods, that the columns were able to handle their gravity loads…and then some. And then a lot. If this forum truly wants a skeptic and lively debate…#1659 is a good starting point. #1400 and #1475 are good points that we need to discuss as well, agreed?
I can't competently judge the deeper engineering points made by either of you, as I am not an engineer and haven't looked very deep into these things.
However I CAN judge the issue of "molten steel", and I find that you treat that issue, too, like an undereducated, arrogant young punk would. That behaviour does not help my perception of your engineering skills much.
Ok, but keep in mind that this undereducated punk has worked in a steel (Jewett, TX) and aluminum foundry (Ft. Worth, TX). And this undereducated laborer somehow managed his way through a BS in Mech Engineering, somehow. This same undereducated punk melts scrap steel in a half zero size (9 inches diameter) cupola furnace for parts. This undereducated punk has also asked easy questions in #1659 and raised a slew of points in #1400 and #1475 that remain unanswered or grossly underanswered and remain largely unchallenged. But don't let facts, logic or science get in your way Oystein.