Question 1.What claims have I made that require proof? Your own video's from YouTube, of an entertainment program, already disprove much of the BS you've tried to foist as fact.If I had all the answers then you wouldn't be getting any links, as it stand those links are more proof that any of you 3 stooges are putting up combined.
I have made no claims, I am here seeking enlightenment and you can't provide it. I ask questions, you just ignore them, or put forth huge general cut and pastes that don't address the specific relevance of of each individual question.
Considering I hold 12 welding licenses, a Red Seal, a numbered TSSA certification and own my own business involving steel, aluminum and other metals. I think you're asshole's sucking air.Boil the towers down to this to a series of claims and they have to all hold up. Depending on if you support this particular part or not says a lot about your knowledge of steel in the most basic sense.
Challenge 1. If you would like to debate me on steel at any time, feel free to start a thread so I can embarrass you yet again.
I'm not a physicist, but I do know steel, structural steel, steel structure design and have working knowledge of structural integrity and how it works.The theory is the floor joists sagged and that pulled in the outer wall. A tiny steel floor joist that is so hot it cannot support it's own weight without sagging still has the strength to pull a steel column in that is 10x it's mass while not breaking the weak link in the chain, the joint connection between the two. If you swallow that as being even remotely possible then where is the proof that it can happen, I would accept a presentation that comes from a model based on the laws of physics.
Question 2. So by all means, please show your evidence that the floor should not have failed under the specific conditions it faced?
Question 3, and 4. Didn't you just assert with all confidence that it is impossible? In the process question my knowledge of steel?When I find about the power of rubbery steel pulling cold steel I'll post it.
I submit that that is a gross understatement.So I don't know it all
Because what he states, is verifiable fact. I can understand how that must simply infuriate you and confound your ideology, but it is an inescapable fact. Which is why you wouldn't want to hear a single word from him on the topic.While you have your heroes, like Dex for example, who is Mr. Science 24/7 why would I even look for input from him anymore when he is totally predictable in repeating the established line.
Question 5. Do you know what 4" mesh looks like?Here's an error I made, I said the 4" thick concrete floors had rebar in them, they don't, if the floors were accurate in the test that was performed then it was 4" wire mesh instead. I'm quite willing to adopt that as being the actual floor design.
I edited out the rest of your post, as it was nothing more then a pitiful attempt to obfuscate the topic and levy more of your asinine insults.
So here's a recap of the questions and the challenge.
Challenge 1. If you would like to debate me on steel at any time, feel free to start a thread so I can embarrass you yet again.
Question 1. What claims have I made that require proof?
Question 2. So by all means, please show your evidence that the floor should not have failed under the specific conditions it faced?
Question 3, and 4. Didn't you just assert with all confidence that it is impossible? In the process question my knowledge of steel?
Question 5. Do you know what 4" mesh looks like?
These were preceded by...
Which I am still waiting for direct answer to.Now, how does that chart relate to the downing of the WTC?
What is the chart saying?
What do you think it proves?
And what was NIST's purpose for submitting that test to UL?.
Again, please feel free to answer each question directly, and/or take me up on my challenge directly.
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