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Originally posted by bigyin
You know this is something thats always bothered me, when you heat steel it expands quite a lot. When I think about that in my mind that would push the columns out not pull them in.
Like this guy says once the steel cooled again it would then pull the columns in but the towers didnt get the chance to cool down.
Originally posted by bigyin
When you have a floor supporting weight, the floor starts sagging from the heat," Varma said. "It expands, but it's got nowhere to go so it starts bowing down, which produces pulling forces on the building's frame. It starts pulling on the columns and then it becomes longer and permanently deformed. After the fire, it starts cooling, and then it starts pulling on the columns even harder.
You know this is something thats always bothered me, when you heat steel it expands quite a lot. When I think about that in my mind that would push the columns out not pull them in.
Originally posted by -PLB-
I tried to explain to my fullest capacity, but I failed. So I am sorry I can't help you. Remember that I am an electrical engineer, I think you can better contact a structural engineer.
Originally posted by smurfy
I understand that Anok,
The point I was making, was that it was a late event in the collapse, and that all below had disintegrated. The lean had no bearing on the collapse, other than acting like a shroud.
Originally posted by -PLB-
Anyway, its all ok with me that you all attack the explanations I come with so rigorously. I would however like to hear what any of you think caused the bowing. If my explanations are totally wrong, what else could it be?
Originally posted by -PLB-
Remember that I am an electrical engineer, I think you can better contact a structural engineer.
Required Courses: Electrical Engineering
PHYS 101 Fundamentals of Physics I 4.0
PHYS 102 Fundamentals of Physics II 4.0
PHYS 201 Fundamentals of Physics III 4.0
Originally posted by bsbray11
I tried to look up the role of the dampers while posting that above but I couldn't find what I was looking for. I know they absorbed some wind loads but I'm not sure what their role transferring loads from the trusses might have been. You could be right as far as I know.
...............
Exactly. That's what I was trying to find out, because it seems like they acted almost as the structural equivalent of a capacitor. If so then they would buffer any extra horizontal tension loads, if there were any to begin with, and I haven't seen any reason to suspect there were.
Imo the perimeter columns that were bucking, weren't because of the trusses, but because of the core structure being compromised. Just my opinion. When the WTC1 "collapse" initiated they just started folding over themselves where they were weakest at the exact same time the antenna start sinking straight down, and that antenna was supported by the core, not the perimeter structure, though the hat truss would try to redistribute all the core's loads onto the perimeter. Then it was a split second after that, that row after row of violent ejections started coming out until the "collapse" was completely obscured by the massive debris cloud.edit on 13-1-2011 by bsbray11 because: (no reason given)
Originally posted by GenRadek
It is widely known that all light steel trusses are inherently dangerous in fires. Firefighters will not be allowed to enter a structure that has a truss roof. As to why this is, its simple: Trusses react to fires badly. They heat up rapidly. When they heat up, they begin to expand. However, when they do, the structure on either side may hold in check, so it is forced to start sagging. Steel also undergoes an event called "creep" when it is heated up and exposed to extra loads. As the truss sags down, it begins to pull in the exterior.
Originally posted by GenRadek
Steel also undergoes an event called "creep" when it is heated up and exposed to extra loads. As the truss sags down, it begins to pull in the exterior. In structures that have trussed roofs, this causes a collapse of the roof. There are many publications of this on firefighter sites, books, and magazines. There is a saying: Never trust a truss. There is a reason behind it.
“Finding 7: All four tests demonstrated that the floor assemblies were capable of sagging without
failure. The unrestrained test, which had two 0.875 in. bolts fastening the main truss to the truss
seats, did not sag sufficiently to bear on the bolts.” (NCSTAR 1-6 page lxxii, para4)
Inward bowing was observed only on the east face. The south face had extensive aircraft impact damage, and the damaged floors were not capable of imposing inward pull forces on the south
face. There was no impact damage or fire on the west floors to cause pull-in forces on the west
face. (NCSTAR 1-6 p334 para3)
Floor sagging induced inward pull forces on the east wall columns.
About an additional 1/3 of the connections to the east exterior wall on floor 83 failed due to
thermal weakening of the vertical supports. (NCSTAR 1-6 p307 para13,14)