This [pg 588] is not the page you referenced* [1A pg 45].
Okay yes, I made a mistake in where I thought I read your quote. However, every time I used the quote, there were page numbers listed with it. A nice topic to avoid adressing the arguments, I agree.
The text says "the exterior columns were left laterally unsupported nominal to the east, south and north faces."
It does not say that. It says
"normal to the east south and north faces" The fact that you don't recognise the term
"normal to", indicates to me you have no idea what it means.
It said unsupported, not disconnected as you originally stated.
Support in structures is precisely and exlusively obtained my making
connections. Unsupported means disconnected from the structure in a way that compromises structural integrity.
You misinterpreted "laterally unsupported nominal to the east, south and north faces" as the exterior columns not being connected to each other.
First of all, you misinterpreted,
and misread the word "normal" to mean God knows what.
Secondly, you misinterpreted my saying "not connected to eachother" as meaning "every single column disconnected from every other one" However, it should be clear, especially in light of the quoted passage, that I mean that the perimeter was structurally disconnected from the core,
and unsupported perpendicular to the wall. That is, the perimeter was standing by itself, very much like an empty soda can with a person standing on it; a very strong structure until something starts it buckling.
So please go stand on that soda can. I know you haven't yet. It's really a nice and easy* experiment, and it could clarify a great deal.
And you've demonstrated this by misreading my posts, being unfamiliar with math terminology and Newton's laws, and not understanding the principles of structural support and buckling?
Okay.
If you want, you can ignore the fact that I actually am an engineer and just concentrate on the arguments. I mean, the engineers discussed in this very thread are also licensed engineers, so authority is not to be trusted in this thread. That's fine by me. Until now I never explicitly claimed I am an engineer in this discussion for that very reason.
Now, I note that you have not adressed the following:
- I show you columns buckling over 7 storeys. You failed to acknowledge this and start quibbling over a semantics issue about terminology you are not familiar with.
- I have shown you the "math" for my ballpark estimate of the initial force opposing the falling building. You have not commented on it.
- I have asked you how it can be that the simulation also comes up with a phase at which the building falls at freefall acceleration. In the most advanced collapse simulation in history there is a phase during perimeter column buckling where the top of the building falls at freefall acceleration.
Do you understand why no NIST engineer thinks this is weird?
*
Unless, of course, you're in the US and the US may have evolved beyond the need of such puny things as 33cl soda cans. I believe that's about 11 fl.oz.