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Pick one, make a thread about it?
A&E has written many technical papers against the NIST Report
Seriously blocked from making 911 threads? Why and can you ask to have the block lifted?
originally posted by: Informer1958
a reply to: D8Tee
Pick one, make a thread about it?
I am blocked from making any 911 threads, perhaps you can.
Not going to say why?
originally posted by: Informer1958
a reply to: D8Tee
Seriously blocked from making 911 threads?
Yes.
originally posted by: neutronflux
a reply to: PublicOpinion
You are about as bling as they come. I think I cited the one scientific journal article that AE 9/11 Truth was able to publish in a non peer reviewed journal. Other than the fraudulent Bentham thermite paper.
The vast and overwhelming majority of peer reviewed and published journal research articles in the hundreds supports the NIST conclusions.
Can you cite other AE9/11Truth and Conspiracy Movement research that was able to meet the requirements of scientific/engineering journal/peer reviewed publishing.
Name one university, college, engineering firm that doesn't support the NIST conclusions. Name one group that solely represents practicing structural engineers / architects that don't support the NIST conclusions.
AE 9/11 Truth is not solely a collection of structural engineers and architects. They don't care if an individual has a PHD in English. They just want to push the "educated" part. Just one of the many tricks AE plays.
Credible groups don't play tricks. They seek legal action and publish in journals. Not conspiracy hack gossip columns next to big foot articles.
originally posted by: neutronflux
a reply to: bloodymarvelous
The contraction of drooping floors trusses when cooling is what caused the pull on the outer vertical columns.
Three cuts for each column attacked in the core by thermite? Sounds like it's more about removing enough steel to create a gap in the vertical core columns to get the core to drop a certain amount to initiate a dynamic load to use the floor trusses to pull on the outer columns.
The biggest obstacles to nanothermite to drop the core of the WTC towers to use the floor trusses to pull in the outer columns.
The most damning and proof it was not the core that dropped first. There would not be just an initial buckling on the perimeter of just one or two floors. A dropped core would result in visual evidence of all floors pulling in on the outer vertical columns above the cut in the core. Not just seen in one ring around the perimeter of the building.
You need to cite the most convincing evidence for the present of nanothermite, not just say somebody published a paper saying it was there.
Steven Jones was asked to test the WTC dust in an inert atmosphere? Show where that was done. I didn't think he ever conducted the experiment that would show there was enough oxidizer In the WTC dust to cause combustion of any kind of thermite.
You need to list the individuals that could reproduce the experiments for thermite?
Or is all the evidence for any kind of thermite just speculation?
originally posted by: neutronflux
If there is only speculation of any kind of thermite vs actual proof, citing speculation as evidence is on par for the conspiracy movement. Pretty much what kills the credibility of the truth movement for a majority of people.
Being theoretically possible is not physical proof it occurred.
So? Please don't just link to thermite speculation. Can you take what you have learned and make it into a convincing argument for the confirmed presence of nanothermite?
decided it was better to recycle all the scrap metal rather than transport it somewhere and preserve it for future generations.
You seem to ignore all the sections that were set aside for detailed examination by experts.
Google it.
The load was transferred to the bend in the vertical column, thus it buckled.
originally posted by: Informer1958
a reply to: neutronflux
The load was transferred to the bend in the vertical column, thus it buckled.
Is that your "opinion" or is that NIST "opinion"?
The reason I asked is because you show no evidence to support that claim.
originally posted by: Informer1958
a reply to: neutronflux
The load was transferred to the bend in the vertical column, thus it buckled.
Is that your "opinion" or is that NIST "opinion"?
The reason I asked is because you show no evidence to support that claim.
Try again, it appears you are unblocked now.
originally posted by: Informer1958
a reply to: D8Tee
Not going to say why?
I do not know why, perhaps you can ask a Mod?
The last time I tried, was 6 months ago and I was block.
You don't understand strain, load, and angle.
If there is an unintended bend in a vertical column
how is the load of the building transferred to the foundation as designed.
A metal lifting eye that can lift a specific load when pulled straight up might break if pulled at a 45 degree angle.