Re: Evidence that 9/11 was an inside job.[W:57]
Lmao. You’re not too bright, are you?
Sander claims that ‘other engineers ‘ have put forth an explanation that is better than NIST’s regarding the towers.
I’m not aware of This. Other explanations have been put forth for 7. By engineers.
Btw, 9/11 wasn’t an inside job
But sander is an idiot.
He’s nearly always wrong. He’s the Stundie of debunkers.
He also freely posts that he’s never read any NIST report cuz he doesn’t have the mental capacity. He freely admits that he has no firm grasp on what they say cuz he hasn’t studied them.
He has ‘some’ qualifications, agreed. But he also displays an arrogance about his opinions that I find hard to keep quiet about. Especially when he demonstrates his lack of hnowledge.
A classic case of Dunning-Krueger Syndrome
Mr Big(shot)
I have read a lot of the NIST reports.. I have not studied them in detail nor committed them to memory. I am well aware of the contents.
I am not defending NIST's work. They can defend their own work.
I am not a debunker either. I may point out that a statement made is incorrect or unsubstantiated or complete speculation.
I am an architect since I graduated in 1971. I worked for the architects of the WTC as my first job. I don't work in steel framed high rises. My understanding of structure is not unlike most architects. We employ or work with engineers who engineer the project.
Any presentation which requires extensive engineering calculations I do not examine.
My own explanations which are educated guesses and not offered as proofs of what happened are all derived from some basic concepts:
Structural failures which involve the total disintegration of the building/structure are ALWAYS progressive in nature, unless a huge bomb explodes the axial support at the base.
As structural failures progress the remaining structure will carry the loads of the failed elements. This is possible as structural elements have a factor of safety and can carry loads exceeding their design load in the range of 50% excess (this is a variable).
Heat will cause loss of capacity and will also expand steel elements
Connections are prone to incremental failure
Any explanation must consider or match the observed motion (all observations)
Any explanation must consider the structural design and its attributes.
If you don't like what I present... fine. Present your own explanations. "inside job" is not an explanation . CD is not an explanation. False flag is not an explanation.