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Originally posted by Griff
Also, notice how none of the "debunkers" have come in this thread yet. Funny how no-one can explain the sudden breakdown of the welds for the spire after all forces of the building have gone past.
Originally posted by HowardRoark
Because it is the same B.S. that has been gone over and over before.
There was NO CONCRETE SHEAR WALL in the core.
It is erroneous to claim that the “spire” collapse was somehow a separate event from the building collapse.
source
Thanks for a great program. I was very interested in the analysis of the connection between the trusses and the columns and the bolt sizes used, and I have a follow-up question for Dr. Eagar or one of the people on the program. From the beginning, I noticed one thing I have not yet seen addressed: There is no bending or damage evident at the connections between the three-story high columns and the ones above which rest on them. I am referring to the four holes visible in the horizontal plate forming the base of each column in the groups of three.
If these columns had been fully welded to the one above, or used significantly stronger bolts, would the outside columns been more able to resist the penetration of the plane, and would they also have not "unzipped" as fast during the collapse? I expected to see some distortion or damage to the holes if the connection had been as strong as the column itself, which appears to have enormous resistance to shear and bending. Instead, these preassemblies of columns appeared to be almost intact when found, at least with regard to bending away from vertical. The bases and holes look intact. Could they also have used relatively weak bolts? I assume bolts were used since there are openings in each column just above the top and bottom of the column, maybe to allow wrenches.
Anonymous
Dr. Eagar responds:
This is a very perceptive question. One of my faculty colleagues pointed this out to me a few days after Sept. 11. It turns out that the connection between the column sections was only tack welded; well, maybe a bit bigger than a tack weld, but they were not continuously welded. These joints are in compression, so the weld is not load-bearing—unless the floor joist connections give way, which is what happened during the fire. The welds were only needed to hold the pieces together during steel erection. In service these welds were not really needed.
It is true that a continuously welded piece of structural steel should bend before it breaks. The column sections were not continuously welded, so they did not have the weld strength to bend the steel before the partial welds broke. That is why you do not see the sections twisted and distorted as much as if they had been welded.
Does this mean the building was defectively designed? I do not think so, because once continuous welds started to bend, the building would have been done for anyway. Even with the weaker partial welds, the primary loads in the columns were still compressive, and the distortions that popped these partial welds represented a building in a serious state of distress. Maybe the buliding might have survived a few more minutes with continuous welds, but there is no reason to conclude that the building would have withstood the entire fire without collapse if continuous welds had been present.
Originally posted by bsbray11
Griff, can you offer an illustration of some sort showing how something could fall vertically and knock out the base of the spire, causing it to fall straight down, without simultaneously causing the spire to lean one way or another?
Originally posted by Vushta
Appearently the "continuous weld making for one 1300 foot long beam" is bogus if this transcript from the PBS program NOVA is accurate. This is a contribution from a poster at JREF.
Originally posted by Vushta
Appearently the "continuous weld making for one 1300 foot long beam" is bogus if this transcript from the PBS program NOVA is accurate. This is a contribution from a poster at JREF.
Originally posted by billybob
Originally posted by Vushta
Appearently the "continuous weld making for one 1300 foot long beam" is bogus if this transcript from the PBS program NOVA is accurate. This is a contribution from a poster at JREF.
very nice, except that the info you are citing is discussing the PERIMETER, and not the box columns in the core.
the main box columns were welded all the way up. i had no idea the perimeter was welded AT ALL!? i'm 'eager' to learn, though. i always assumed the four bolts were the sole fasteners of the perimeter tree columns. extra strength, eh? cool.
Originally posted by Griff
I was just watching "Scarborough country" and he showed a tower implosion. It looked exactly like the spire imploding upon itself. I'm trying to find the video on MSNBC if anyone can help. It's from the show aired on 7/6/06. I want to find this video because it shows exactly what we are talking about. If anyone can help in finding it....please. I'll look more.
Originally posted by Vushta
What makes you think its only the perimeter columns?
Got a link?
Originally posted by billybob
Originally posted by Vushta
What makes you think its only the perimeter columns?
Got a link?
only the perimeter columns, because the huge box columns, are HOLLOW, and so there are no four bolts. they are welded(and ground flush). there's a great picture of a guy cutting up the wreckage where you get to see the weld, and the scale of the steel in the huge, rectangular, HOLLOW beams. the box columns had to be made in japan, because america didn't have a factory that could make steel beams that huge.
Originally posted by bsbray11
Griff, can you offer an illustration of some sort showing how something could fall vertically and knock out the base of the spire, causing it to fall straight down, without simultaneously causing the spire to lean one way or another?
Be careful when you say something looks exactly like something else, Griff. Vushta can't see a single similarity between the WTC squibs and normal demo squibs, even though they both consist of long puffs of whitish dust being ejected from the buildings laterally as they collapse straight down upon themselves. How many similarities is that? And Vushta can't see one of them.
Btw, Vushta, even if something did strike the spire before it collapsed, it still fell from the base, not from the top. I'll leave ATS and never return if you show me something, anything that collapses straight down upon itself like the spire, just from something falling and hitting it near the top.
Start supporting your own arguments instead of relying on others to debunk you.
. I don't care for any more silly talk from you
The columns had at least some lateral strength, right? At least some welding, bracing, what have you.