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Originally posted by Gorman91
Simple. The fire itself was enough to generate thermite from the materials in the wall, fire retardant, and desk supplies.
It would only take a little bit of this reaction at the right location to weaken the joints of the building, not even the solid bars themselves.
Originally posted by Gorman91
reply to post by Seventh
Simple. The fire itself was enough to generate thermite from the materials in the wall, fire retardant, and desk supplies. It would only take a little bit of this reaction at the right location to weaken the joints of the building, not even the solid bars themselves.
So you are saying a building designed to withstand fire and heat damage would incorporate building materials that produced thermite reactions?, insurance purposes would forbid furniture and fittings made from inflammable materials.
It would take a whole heap more to have weakened these structures to a point where they gave no resistance whatsoever, so would you be more elaborate here and explain in detail what and where these Achilles heel points were located and how they managed to go unnoticed when the towers were designed.
Originally posted by Gorman91
reply to post by psikeyhackr
I'm not sure how you could find that out for sure. They wobble a hell of a lot more from wind. I'd expect a plane could have done worse. Not sure how it all works out with point loads and surface area loads, but all the same, 15 inches is significant, but the impact itself probably was not as relevant to their collapse as the heat and location of the fires.
Originally posted by Gorman91
reply to post by psikeyhackr
Once again, because it is minimalist designed, you must take the specific slice of the building that took the hit, analyze what it was designed to take, and than look at the subtraction of its ability to take load from the mass above it.
If those floors were only made to take, let's randomly say, 3600 tons, and the structure supporting that 3600 ton floor was only meant to take however many tons above it, once that plane damages the floor, maybe now the floor can only take 2700 tons. Well now your 150 ton plane with burning fuel is significantly altering the load. The fire reduces that ever more to actual load bearing of maybe 1500 tons safely, but some of those floors are taking 1500 tons of floor load from above, so that floor collapses. Now the main bearings that supported that floor and the structure above is weaker, because the floor keeps them in place, so they're dangling. Pretty soon, another floor goes, and another, and now the main bearings are suffering. lots of twisting and bending forces.
Originally posted by Gorman91
reply to post by psikeyhackr
You ignored my evidence, and just kept talking about what you believe. Why bother talking?
Originally posted by Gorman91
reply to post by psikeyhackr
Your video is not only at the wrong scale, but I barely even see its relevance.
I showed you videos clearly showing internal structure remaining up well into the collapse. You said nothing of it.
You claim I did not explain myself. I did, you ignored it.
You don't even speak of the videos at all.
You don't understand the reasoning behind the design nor how it can be a weak point.
You don't understand how a column at 20% its capacity can quickly become 120% over capacity based off what I said.
You don't understand structure, you don't understand architecture, you don't understand design.
So really, there's no point to speak to someone who will only hear what he wants to hear. Enjoy ignorance.
Originally posted by Gorman91
reply to post by psikeyhackr
sigh.
The leaky roof is irrelevant for things being designed conceptually and how they actually work in real life. Please do not pull a strawman to try and further a case that you've already failed.
What something is designed for and its actual performance are two very different things. Perhaps a good example that I know of is Frank Lloyd Wright's Lilly pad column, Look it up.
ROFLMAO You brought up the Lily Pad columns not me.
My model is of a gravitational collapse and you want to bring up the "strawman" of scale
If we don't know the tons of steel and tons of concrete that were on every level then how can anyone scale the physics?
I have come to the conclusion in these arguments that the first person to use the word "starwman" usually has a crappy argument and needs to switch to psychological and rhetorical bullsh#.
You have not shown the initial state of whatever is in that photograph. You do not show the ending state. Architects and ID students (Institute of Design) were constantly into appearances and not dealing with the practicality of the substance.
If we had distribution of steel data on both the WTC and Empire State Building I bet they would be similar except for the taper of the ESB. Gravity is gravity.
Originally posted by Gorman91
We do. I assume you're 400,000 tons is correct. Simply divide appropriately for the location of the hole. See, thanks to miesian style of minimalism, we know that the building is roughly the same mass all over so that a slice on the 20th floor has about the same mass as a slice on the 75th floor. obviously there would be some differences, but for the relevance, there you go.
Originally posted by Gorman91
reply to post by Seventh
Simple. The fire itself was enough to generate thermite from the materials in the wall, fire retardant, and desk supplies. It would only take a little bit of this reaction at the right location to weaken the joints of the building, not even the solid bars themselves.
Thermite is not easy to ignite. Thermite has a very high activation energy required to start the reaction. The two most common ways to ignite thermite are:...
...It is important to mix the thermite ingredients thoroughly in order to create a homogeneous mixture. Unless the thermite is sufficiently mixed, it may be difficult to ignite or sustain the thermite reaction.
OMG, what crap we get from ARCHITECTS.
You are trying to say the same DENSITY all over not the same MASS but it cannot possibly be the same density all of the way down.
Minimalism is for morons that can't handle the complexity of reality.
The steel columns at the top of the building were 1/4th of an inch thick. At the bottom some were up to 5 inches thick, they were also 50 inches wide not 12 like at the top. The building had to cope with the torque applied by the wind and not fall over so I bet there was lots of concrete in the basement levels and probably in the first 5 or 10 levels above ground.
So discussing this for TEN YEARS without demanding accurate data on the distributions of steel and concrete all of the way down the towers is a scientific travesty. Find one of ANOK's posts where he shows the cross section of the core columns.