Moment frames are bolted and welded.
Wrong.
Not completely wrong. Not as wrong as you usually are.
Just mostly wrong.
Moment frames are exactly as I described them: a framing system where the connections must provide resisting moments in order to stabilize the frame against lateral forces.
Welding wasn't introduced into the fabrication of large buildings until the 1950s. And yet moment frame buildings got their reputations as strong & reliable because a bunch of buildings using them survived the 1906 San Francisco earthquake. There was zero welding, no bolting in those moment frame buildings. Rivets, flange plates & encased in masonry or concrete.
So it turns out that welded & bolted connections are moment frames.
But not all moment frames are welded & bolted.
Here's a moment frame whose principle advertised advantage is that it is bolted & not welded.
http://www.strongtie.com/products/strongframe/ordinary_mf/intro.asp?source=sfnav
"100% bolted connections … no field welding required."
And here's a definition that calls for the members to be welded, but not bolted:
Moment Frame
"Steel frame to support roof of building independent of exterior walls using steel columns on each of the four corners of module. The sheer stress is transferred to welded joists between vertical and horizontal frame members..."
Source: http://www.umodular.com/about/modular-building-dictionary/#moment-frame
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Regardless, your assertion that any sort of connection (bolted, welded, bolted & welded, glued, sewn, duct taped, whatever ...) is strong enough to maintain its integrity during the collapse of a building is nothing short of laughable.
Bolted connections, welded connection, bolted & welded connections are typically 2 to 10 times stronger than they need to be.
And, in this case, "need to be" is defined as "when all the components are in their 'as designed' locations & orientations".
In the case of a collapsing building, the "as designed locations & orientations" have flown out the window. Taking with them "as strong as they need to be".
Unless, of course, one were to sprinkle a little nanothermite into the joints. Because, as we all know, nanothermite can do anything that truthers want it to do.
They are inflexible.
Nothing is inflexible.
Except, possibly, truther stupidity on some of these matters.
As for the fires on the south side: This diversion gets trotted out over and over again.
NCSTAR 1-9 Vol.1 pg 196 [pdf pg 240]
Due to the wind direction, it was common for smoke to “bank up” against the south face. For this reason, it was usually not possible to differentiate different types of smoke or to identify smoke source locations on the south face.
This is an abjectly pathetic and a ludicrous misinterpretation of what NIST says. And it flies in the face of what all those videos show.
NIST is saying that it was "not possible to differentiate different types of smoke or to identify smoke source locations on the south face" OF WTC7. NIST couldn't use the smoke to tell about the fires IN WTC7.
There is not one mention by NIST of WTC 6 in this discussion.
Your assertion that the smoke is coming from WTC 6 is a joke.
tfk's analysis of the period of FFA is incorrect.
You are welcome to point out my error. (You won't, of course. You'll simply go on making baseless, unsupported assertions.)
There are detailed descriptions of the raw data used & my analytic methods in the threads that dealt with WTC7 exterior wall free fall.
He is in denial about FFA.
LMAO.
I'm not "in denial" of anything. There are few people here who put in more analysis of the free fall data than I did.
You put in zero original analysis, as I recall.
You attempted to participat in those discussions, but were frankly unable to follow the technical details. It appears that, like thermal expansion, it was "all Greek to you".
It was measured in two places and all the double talk in the world won't change this scientifically established fact.
You don't even know the proper field of study to bring to bear on the question.
No facts about the free fall can be established using "science".
You need "engineering".
I'm sure that the difference between those terms is also lost on you, most likely in some incomprehensible foreign language.
Probably English.