As you looked up, it's a different style building. Concrete holds up to fire way better than steel.
Before I get into breaking down your post, for the love of fucking everything holy, can you use the damned quote brackets? It's a million times easier to read your shit when you use the quote and /quote board feature.
It's also the first steel only high rise to be allowed to burn for 8 hours without any water via fire suppression sprinklers or the fire department . Even NIST claims that if sprinklers had worked the building probably wouldn't have collapsed.
There were many "firsts" that day. Doesn't mean much other than that situation doesn't really ever happen.
Again, first
high rise steel framed structure to collapse from fires. Not the first steel framed structure to collapse from fire.
Then you can also agree that it's an unsupported assertion to claim the loud noise these eyewitnesses heard are specifically bombs. In a multi-story office fire with a building's structural integrity failing, it's safe to assume that many loud noises are going to be heard. Claiming to know the source of those noises is an unsupported assertion.
And you do realize that NIST modeled and tested a couple of bomb scenarios right? Using SHAMRC and SFOM, they tested theories and found clear evidence that explosions of the necessary magnitude would have been clearly heard by everyone for blocks and would have left blast patterns to the windows that would be clearly evident.
Video of the exterior façade falling isn't evidence in support of a controlled demolition. The interior support is what failed. The interior structural support, which is what failed and caused the collapse, wasn't connected to the exterior framing in a manner that caused it to fail until the third stage of collapse. Seeing that there were no lateral forces to push the façade anywhere but straight down, of course it would fall that that. In what other way do you think it would fall? Maybe if you can explain that, I can tell you why you're incorrect.
If you want to talk about the exterior façade and evidence against a controlled demolition, let's do it.
I'd like you to explain hope this fits with a controlled demolition theory. Why did firefighters notice a large bulge in the façade between floors 10 and 13 around 2:00pm? Why did the east penthouse fail before the rest of the building? Why did windows on the north face break?
Why did the building fall exactly like it was modeled by NIST? Why did the fire department report concerns about the structural integrity of the building several hours before the collapse?
You realize that by the time they "heard" that, the building was already collapsing right?
And again, none of the reliable accounts for hearing "explosions" match the decibel range of explosives large enough to destroy critical columns.
Refuse?
NIST looked into it and found the idea of thermite being a possibility as pretty silly. The EPA did a chemical analysis and found nothing. RJ Lee Group did another report on the dust and found nothing indicating thermite.
So were there bombs or not? It seems like you don't really have a theory. It's more like you're throwing a bunch of shit at the wall to try and see what sticks. It seems evident that you're admitting it's quite possible there were no actual bomb caused explosions heard. I'm glad you can admit that.
Do you not understand the difference between "rather similar" and "exactly alike"? Fuck you people are insane.
I've already posted above several key differences that you can see, but the fact remains that the façade of the building wasn't the point of failure. That's why it stayed in one piece as it collapsed.
Why did it go into its own "footprint" you ask? Well because of this force called gravity and a lack of lateral forces.
Why did it not break up? Because the façade was rigid and there was nothing to break it up into it started hitting the debris at the bottom.
I would love to find a video of a similar collapse. The only problem is that multistory fires in high-rises are incredibly rare to begin with. Steel framed only construction is even more rare. And steel framed only high rises that burn for an entire afternoon with no sprinkler systems or firefighting efforts are nearly unheard of. It took 2 jets slamming into the buildings next to them, killing almost 350 firefighters and shutting down the water lines to create the conditions for WTC 7 to fail.
Here's a counter question for you... Can you find any examples of high rise steel framed only (not steel and concrete framed) buildings that burned with multistory fires for 7 hours without sprinkler systems and firefighting efforts that stayed standing and structurally sound?
The mode of collapse is the same. Every aspect of the collapse in WTC 7 is broken down, including a legitimate explanation for the rate of descent.
Yes there was asymmetric damage to WTC 7 which is why the collapse wasn't symmetric. And what modeling have you done to make the claim that there should have only been a partial collapse? It's fucking amazing at the hypocrisy with your statement. NIST can produce an entire report with models, but that's not enough for you. But you can turn around and baselessly speculate about what collapse "should" be without any modeling or education.
You also don't understand how the structural support in those buildings worked. The towers weren't designed to sustain such heavy damage.
You don't even seen to understand the NIST breakdown of the collapse after the failure of the girder on WTC 7. Let me refresh your memory. And you can point out which part is incorrect.
The initiating local failure that began the probable WTC 7 collapse sequence was the buckling of Column 79. This buckling arose from a process that occurred at temperatures at or below approximately 400 °C (750 °F), which are well below the temperatures considered in current practice for determining fire resistance ratings associated with significant loss of steel strength. When steel (or any other metal) is heated, it expands. If thermal expansion in steel beams is resisted by columns or other steel members, forces develop in the structural members that can result in buckling of beams or failures of connections.
Fire-induced thermal expansion of the floor system surrounding Column 79 led to the collapse of
Floor 13, which triggered a cascade of floor failures. In this case, the floor beams on the east side of the building expanded enough that they pushed the girder spanning between Columns 79 and 44 to the west on the 13th floor. (See Figure 1–5 for column numbering and the locations of girders and beams.) This movement was enough for the girder to walk off of its support at Column 79.
The unsupported girder and other local fire-induced damage caused Floor 13 to collapse, beginning a cascade of floor failures down to the 5th floor (which, as noted in Section 1.2.3, was much thicker and stronger). Many of these floors had already been at least partially weakened by the fires in the vicinity of Column 79. This left Column 79 with insufficient lateral support, and as a consequence, the column buckled eastward, becoming the initial local failure for collapse initiation.
Due to the buckling of Column 79 between Floors 5 and 14, the upper section of Column 79 began to descend. The downward movement of Column 79 led to the observed kink in the east penthouse, and its subsequent descent. The cascading failures of the lower floors surrounding Column 79 led to increased unsupported length in, falling debris impact on, and loads being re-distributed to adjacent columns; and Column 80 and then Column 81 buckled as well. All the floor connections to these three columns, as well as to the exterior columns, failed, and the floors fell on the east side of the building. The exterior façade on the east quarter of the building was just a hollow shell.
The failure of the interior columns then proceeded toward the west. Truss 2 (Figure 1–6) failed, hit by the debris from the falling floors. This caused Column 77 and Column 78 to fail, followed shortly by Column 76. Each north-south line of three core columns then buckled in succession from east to west, due to loss of lateral support from floor system failures, to the forces exerted by falling debris, which
tended to push the columns westward, and to the loads redistributed to them from the buckled columns. Within seconds, the entire building core was buckling.
The global collapse of WTC 7 was underway. The shell of exterior columns buckled between the 7th and 14th floors, as loads were redistributed to these columns due to the downward movement of the building core and the floors. The entire building above the buckled-column region then moved downward as a single unit, completing the global collapse sequence.
- Probable Collapse Sequence NIST WTC 7 Final Report
The evidence for a fire collapse is that we literally watched a building that randomly caught fire collapse. Then a team of some of the best engineers in the field spent countless hours and resources creating around 40 incredibly detailed reports with real world testing, mathematical modeling, and proven physics.
Here's all the NIST reports compiled in one location.
https://www.nist.gov/engineering-la...ist-world-trade-center-disaster-investigation
You can look behind any fucking curtain you want. It's encouraged in fact. And again, I'll pose this challenge to you. Go in any of the final reports, find a technical error that makes the report impossible, and back up your claim with real math and science. I've asked everyone to do it. Nobody will. Quote a part of the report for the Towers or WTC 7 that isn't factually correct.
And you really have the audacity to insult NIST when your only theory is little two YouTube clips spliced together. That's the Wizard of Oz bullshit.
Oh and can you please post your theory on what you believe happened? And can you please detail the logic behind why they would rig WTC 7 with explosives and then rely on an accidental fire to cover their demolition? What do you think their alternative plan was? What if it never caught fire?
You mean Buzzy Krongard with Alex Brown and heading Banker's Trust?
What do you think of chapter 5 section 5.4
The Money Trail from this commission report?
https://govinfo.library.unt.edu/911/report/911Report.pdf
They seem to say that while there was a lot of put options on September 6, they followed that up with over 115,000 orders buying shares by that same group.
They also say that these actions were recommended by some "US-based Options Trading Newsletter", but I've been unable to find any actual references to said newsletter in a cursory search.
Again, my stock market knowledge is rather limited. The most I do it's throw money in some index fund and leave it alone. So if you know more, I'm happy to listen