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Your case is two soft light aluminium planes brought down a 110 story building two times and random fires in WTC7 also collapsed a steel beamed building.
the-pre-collapse-inward-bowing-of-wtc2.t4760/
www.metabunk.org...
Failure of Welded Floor Truss Connections from the Exterior Wall during Collapse of the World Trade Center Towers
app.aws.org...
Summary
Analysis of the connections supporting the composite floor system of the WTC towers showed that at and below the im- pact floors, the greater majority (above 90%) of the floor truss connections were either bent downward or completely re- moved from the exterior column. This was probably related to the overloading of the floors below the impact region after col- lapse initiation. Depending upon weld joint geometry, detachment of the main load-bearing seats was a result of either fracture in the heat affected zone of the base material (standoff plate detached from spandrel) or through the weld metal (seat angle detached from standoff plate). Failure in both cases was assumed to be a result of a shear mechanism as a result of overloading from floors above impacting those below. There did not appear to be a significant change in distribution of failure modes of the floor truss connections when comparing those connections inside vs. outside of the impact region or those ex- posed to pre-collapse fires and those that were not.
NIST dismissed WTC7 freefall in 2008 at their own technical conference.
www.nist.gov...
In the draft WTC 7 report (released Aug. 21, 2008; available at wtc.nist.gov...), NIST stated that the north face of the building descended 18 stories (the portion of the collapse visible in the video) in 5.4 seconds, based on video analysis of the building collapse. This time period is 40 percent longer than the 3.9 seconds this process would have taken if the north face of the building had descended solely under free fall conditions. During the public comment period on the draft report, NIST was asked to confirm this time difference and define the reasons for it in greater detail.
To further clarify the descent of the north face, NIST recorded the downward displacement of a point near the center of the roofline from first movement until the north face was no longer visible in the video. Numerical analyses were conducted to calculate the velocity and acceleration of the roofline point from the time-dependent displacement data. The instant at which vertical motion of the roofline first occurred was determined by tracking the numerical value of the brightness of a pixel (a single element in the video image) at the roofline. This pixel became brighter as the roofline began to descend because the color of the pixel started to change from that of the building façade to the lighter color of the sky.
The approach taken by NIST is summarized in Section 3.6 of the final summary report, NCSTAR 1A (released Nov. 20, 2008; available at wtc.nist.gov...) and detailed in Section 12.5.3 of NIST NCSTAR 1-9 (available at wtc.nist.gov...).
The analyses of the video (both the estimation of the instant the roofline began to descend and the calculated velocity and acceleration of a point on the roofline) revealed three distinct stages characterizing the 5.4 seconds of collapse:
Stage 1 (0 to 1.75 seconds): acceleration less than that of gravity (i.e., slower than free fall).
Stage 2 (1.75 to 4.0 seconds): gravitational acceleration (free fall)
Stage 3 (4.0 to 5.4 seconds): decreased acceleration, again less than that of gravity
This analysis showed that the 40 percent longer descent time—compared to the 3.9 second free fall time—was due primarily to Stage 1, which corresponded to the buckling of the exterior columns in the lower stories of the north face. During Stage 2, the north face descended essentially in free fall, indicating negligible support from the structure below. This is consistent with the structural analysis model which showed the exterior columns buckling and losing their capacity to support the loads from the structure above. In Stage 3, the acceleration decreased as the upper portion of the north face encountered increased resistance from the collapsed structure and the debris pile below.
the impacted had a seismic magnitude of .7
With all the bangs you reference easily contributed to AC units, Water Heaters, or refrigeration units exploding from the fires. Or directly from floor slabs falling for example.
Stage 2 (1.75 to 4.0 seconds): gravitational acceleration (free fall)
originally posted by: democracydemo
a reply to: neutronflux
Stage 2 (1.75 to 4.0 seconds): gravitational acceleration (free fall)
FFS thats it.
So let me get this horsiepoop straight; a plane,flight 175 impact with .7M seismic, is your comparison for audible evidence of explosives used? YES? Seriously?
Pray tell at given distance(570m/1870ft) blown, give me proof of such objects create these booms as per you claimed.
At least you've dumped that 107dB helicopter excuse and making progress towards another one. so..yea
Loudness and Sound Intensity (Power)
The relative loudness that we perceive is a subjective psychological phenomenon, not something that can be objectively measured. Most of us perceive one sound to be twice as loud as another one when they are about 10 dB apart; for instance, a 60-dB air conditioner will sound twice as loud as a 50-dB refrigerator. Yet that 10-dB difference represents a tenfold increase in intensity. A 70-dB dishwasher will sound about four times as loud as the 50-dB refrigerator, but in terms of acoustic intensity, the sound it makes is 100 times as powerful.
www.noisehelp.com...
Big Blue Crane Accident
m.youtube.com...
The Miller Park Crane Collapse – Analysis of the King Pin Failure
simulia.com...
The failure investigation showed that loads at the time of the accident were enough to exceed the strength of the spacer in the lower king pin connection as predicted by the finite element analysis. The finite element analysis also provided insight into the subsequent failures of the lower king pin connection which eventually lead to the collapse of the heavy-lift crane.
originally posted by: Pilgrum
a reply to: neutronflux
Just my opinion on the 'explosion sounds' but massive welded joints under 10's of thousands tons of force are not going to fail quietly, those failures would likely be louder than any of the more mundane sources. It's unknown how many such core joints were cracked in the impact but due to the splinting via the floor trusses and outer walls, the joints were kept essentially together until uneven expansion (due to fire heating) 'walked' those joints apart increasing the forces on remaining intact welds to the point where they started failing in a 'domino' fashion about an hour after initial impact.
That would fit the NYFD reports of pop, pop, pop sounds in the building leading up to the collapses.
For your referenced “explosions”, how many were there.
How many core columns supposedly were taken out by each “explosion”
Why did those explosions not create any seismic evidence.
It is well know items like large power back batteries, AC units, refrigeration units, compressed air tanks, and water heaters can and will example during fires. It’s expected. Anything pressurized has the potential to explode when heated uncontrollably. Is that false.
And the 130 dB explosion should be 100 to 1000 times more powerful than the noise produced at 100 dB?
Several factors affect the noise level reading:
-The distance between the meter and the source of the sound.
-The direction the noise source is facing, relative to the meter
-Whether the measurement is taken outdoors (where noise can dissipate) or indoors (where noise can reverberate)
For a reported sound level value to be most useful, it is necessary to specify the conditions under which the reading was taken, especially the distance from the source.
www.noisehelp.com...
I counted them on the video did i not?
Nature of material used to cut core colums (Nano-thermite anyone)?
Would, lets say, a normal shaped cutting charges even leave this evidence in the first place? Provide evidence for your claim!
I did some tinkering with the original video/audio and ended up with this:
www.abovetopsecret.com...
Would, lets say, a normal shaped cutting charges even leave this evidence in the first place? Provide evidence for your claim!
18 Views of "Plane Impact" in South Tower | 9/11 World Trade Center [HD DOWNLOAD]
m.youtube.com...
originally posted by: Jesushere
originally posted by: Salander
originally posted by: kwakakev
a reply to: neutronflux
Yes the metal is corroded.
Can you explain how a thick steel beam becomes knifed edge?
Or, how do massive steel beams become twisted like pretzels? NIST did not touch that, and neither will Neutronflex.
Defenders of the official story will never give a straight and honest answer to such questions and observations.
Huge beams twisted like pretzels cannot result from office fires and gravity.
People forget though NIST in their own report stated steel from WTC7 was not found during their investigation.. The agency hired to investigate the collapse could not themselves retrieve steel from this collapse. My god, that crazy, and there clear evidence someone wanted to be rid of the steel quickly..
originally posted by: Salander
originally posted by: Jesushere
originally posted by: Salander
originally posted by: kwakakev
a reply to: neutronflux
Yes the metal is corroded.
Can you explain how a thick steel beam becomes knifed edge?
Or, how do massive steel beams become twisted like pretzels? NIST did not touch that, and neither will Neutronflex.
Defenders of the official story will never give a straight and honest answer to such questions and observations.
Huge beams twisted like pretzels cannot result from office fires and gravity.
People forget though NIST in their own report stated steel from WTC7 was not found during their investigation.. The agency hired to investigate the collapse could not themselves retrieve steel from this collapse. My god, that crazy, and there clear evidence someone wanted to be rid of the steel quickly..
In short, it was an inside job all the way. In short, there was and still is a massive cover-up.
originally posted by: neutronflux
a reply to: Jesushere
NIST dismissed WTC7 freefall in 2008 at their own technical conference.
The facade fell in three stages. The 2nd stage of the facade fell at “free fall”. As a whole WCT 7 fell slower than free fall.
If the “resistance” of the facade was removed for it to “free fall” for 18 stories, then why is there no visible cutting of the exterior columns?
www.nist.gov...
In the draft WTC 7 report (released Aug. 21, 2008; available at wtc.nist.gov...), NIST stated that the north face of the building descended 18 stories (the portion of the collapse visible in the video) in 5.4 seconds, based on video analysis of the building collapse. This time period is 40 percent longer than the 3.9 seconds this process would have taken if the north face of the building had descended solely under free fall conditions. During the public comment period on the draft report, NIST was asked to confirm this time difference and define the reasons for it in greater detail.
To further clarify the descent of the north face, NIST recorded the downward displacement of a point near the center of the roofline from first movement until the north face was no longer visible in the video. Numerical analyses were conducted to calculate the velocity and acceleration of the roofline point from the time-dependent displacement data. The instant at which vertical motion of the roofline first occurred was determined by tracking the numerical value of the brightness of a pixel (a single element in the video image) at the roofline. This pixel became brighter as the roofline began to descend because the color of the pixel started to change from that of the building façade to the lighter color of the sky.
The approach taken by NIST is summarized in Section 3.6 of the final summary report, NCSTAR 1A (released Nov. 20, 2008; available at wtc.nist.gov...) and detailed in Section 12.5.3 of NIST NCSTAR 1-9 (available at wtc.nist.gov...).
The analyses of the video (both the estimation of the instant the roofline began to descend and the calculated velocity and acceleration of a point on the roofline) revealed three distinct stages characterizing the 5.4 seconds of collapse:
Stage 1 (0 to 1.75 seconds): acceleration less than that of gravity (i.e., slower than free fall).
Stage 2 (1.75 to 4.0 seconds): gravitational acceleration (free fall)
Stage 3 (4.0 to 5.4 seconds): decreased acceleration, again less than that of gravity
This analysis showed that the 40 percent longer descent time—compared to the 3.9 second free fall time—was due primarily to Stage 1, which corresponded to the buckling of the exterior columns in the lower stories of the north face. During Stage 2, the north face descended essentially in free fall, indicating negligible support from the structure below. This is consistent with the structural analysis model which showed the exterior columns buckling and losing their capacity to support the loads from the structure above. In Stage 3, the acceleration decreased as the upper portion of the north face encountered increased resistance from the collapsed structure and the debris pile below.
originally posted by: neutronflux
a reply to: Jesushere
Your case is two soft light aluminium planes brought down a 110 story building two times and random fires in WTC7 also collapsed a steel beamed building.
Quote where I said such a thing.
WTC 1 and WTC 2.
The floor trusses heated up and could not expand in length being boxed in by vertical columns, so they bowed or drooped down. Upon cooling, they contracted. As they contracted, they caused the outer vertical columns to bow inward to the point the upper floor’s load was not transmitted to the foundation. The strain of the load was “caught” in the inward bowing of the vertical columns. The columns buckled.
the-pre-collapse-inward-bowing-of-wtc2.t4760/
www.metabunk.org...
The floors above the buckling fell into the building below breaking floor connections.
Failure of Welded Floor Truss Connections from the Exterior Wall during Collapse of the World Trade Center Towers
app.aws.org...
Summary
Analysis of the connections supporting the composite floor system of the WTC towers showed that at and below the im- pact floors, the greater majority (above 90%) of the floor truss connections were either bent downward or completely re- moved from the exterior column. This was probably related to the overloading of the floors below the impact region after col- lapse initiation. Depending upon weld joint geometry, detachment of the main load-bearing seats was a result of either fracture in the heat affected zone of the base material (standoff plate detached from spandrel) or through the weld metal (seat angle detached from standoff plate). Failure in both cases was assumed to be a result of a shear mechanism as a result of overloading from floors above impacting those below. There did not appear to be a significant change in distribution of failure modes of the floor truss connections when comparing those connections inside vs. outside of the impact region or those ex- posed to pre-collapse fires and those that were not.
The falling mass of the upper stories caused floor systems to totally fail.
The lengths of vertical columns toppled in the wake of the floor systems collapse after losing lateral support.
originally posted by: Salander
originally posted by: Jesushere
originally posted by: Salander
originally posted by: kwakakev
a reply to: neutronflux
Yes the metal is corroded.
Can you explain how a thick steel beam becomes knifed edge?
Or, how do massive steel beams become twisted like pretzels? NIST did not touch that, and neither will Neutronflex.
Defenders of the official story will never give a straight and honest answer to such questions and observations.
Huge beams twisted like pretzels cannot result from office fires and gravity.
People forget though NIST in their own report stated steel from WTC7 was not found during their investigation.. The agency hired to investigate the collapse could not themselves retrieve steel from this collapse. My god, that crazy, and there clear evidence someone wanted to be rid of the steel quickly..
In short, it was an inside job all the way. In short, there was and still is a massive cover-up.
originally posted by: neutronflux
originally posted by: Jesushere
originally posted by: neutronflux
a reply to: Jesushere
Absolutely no evidence huh? Not possible to model the physics of the jet impacts?
Scientists simulate jet colliding with World Trade Center
m.youtube.com...
All I see it aluminium parts breaking apart and causing momentum movement of items in the building. If you believe the entire plane severly damaged the steel hat truss provide evidence. I want to see evidence for it.
And you would be wrong. The impacts had the energy and MASS to cut core columns.
Is that after your claim you tweaked the audio? So you are manipulating the sound?
Eight bangs who’s audio you manipulated, is that false?
You claim eight explosions from the video you “tweaked”?
Oh. Sorry. You tinkered. Nice that you “tinkered” to create your “evidence” that should be obvious.
Anyway.
Let’s say you claimed eight loud bands you Tinkered into “evidence”.
You are falsely confusing expect sounds of “explosions” from a building fire, and expected from a building failing from being overloaded.
But you only have audio you “tinkered” with from expected normal building fires, or sounds from a building being overloaded.