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Originally posted by Seymour Butz
This from the civil engineer that I had to correct after he put forth the idea that the core columns had 6" of "layered" insulation.
And didn't have any idea that the ext columns, while they maintained the same exterior dimensions, were made from steel that got "thinner" as they got farther up, and was again corrected by me.
And even though stated repeatedly that NIST never referenced the "swiss cheese" columns, whining about how important it was to his line of work, and then had to be shown, again by me, that NIST did address it.
Tsk, tsk Mr Griff. He who casts the first stone.......
On topic - Are you seriously suggesting that attaching a 4" slab would lend much stiffness to the floors? Seriously?
Originally posted by Griff
My "whining" was about NIST not finding an answer.
Originally posted by Griff
I will admit I was unaware that they got thinner (and also stronger I might add) until you pointed it out to me.
Originally posted by Griff
You did not "correct" me in anything. NIST states that the core column fireproofing was comprised as such in their dead load hand written calculations from the SEs. As we do not have the structural documentation, I will go off of those hand written calculations.
Originally posted by Seymour Butz
Lie.
How can you show that they got stronger, when as you say, we don't have the docs?
Originally posted by Seymour Butz
reply to post by Griff
Yes Griff, I've debunked and corrected you many times, on many subjects.
You're just too prideful to admit it.
Material substitutions of higher strength steels
were common in the perimeter columns and floor trusses.
Chemical analyses of the flange, outer web, and spandrel plates of the exterior panel sections were found
to be nearly identical for a given plate gauge and yield strength, as were inner web plates with yield
strengths equal to 80 ksi or 100 ksi.
Samples were available of all 12 strength
levels of perimeter panel steel,
Originally posted by Griff
As far as the evaporation of the steel. NIST didn't prove anything other than it happened while that one column was in a horizontal position. Not what caused the evaporation.
Originally posted by Griff
As far as the strength of the perimeter columns:
Originally posted by jprophet420
Originally posted by Griff
Originally posted by Seymour Butz
This from the civil engineer that I had to correct after he put forth the idea that the core columns had 6" of "layered" insulation.
You did not "correct" me in anything. [...]
So, again you have delusions of grandure that you've somehow "debunked" me.
Originally posted by Seymour Butz
The entire 10,000 page document PROVES that all CT theories are bunk.
Originally posted by ThroatYogurt
WTC 1 & 2 Did not fall straight down. Please try not to quote me, but I believe the majority of the debris on both towers landed outside their own foot prints.
Bsbray may have the info. If I find it i will post it.
Originally posted by bsbray11
Well that's what this thread is about Mr. "Butz!" The proof that is supposed to be in there.
Originally posted by Seymour Butz
reply to post by bsbray11
Hmmm, a PE that can't get stuff right........
What exactly has NIST proven and HOW did they prove it?