stateofgrace
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- Aug 31, 2006
- Messages
- 3,843
OK, I'll accept that for a moment... but why the collapse of the core into tiny peaces?
Huh?
So are you saying the cores collapsed after the rest of the building?
ps, I know the answer.
OK, I'll accept that for a moment... but why the collapse of the core into tiny peaces?
i could have sworn floor trusses and perimeter columns were built along with the core in 1969
not horizontal load, the core was not designed to bear any horizontal load at all
my pants dont weigh 500,000 tons
they were not sliced, they failed at the joints where the 30 foot sections were connected during contructionThe reality is that all 47 core columns where sliced in 10 m long pieces. Had this not been the case then New York either had 2 Eiffel towers of its own or several buildings more destroyed by the tilted cores.
it would be physically impossible for the towers or the core to tilt completely over without collapsing
OK, I'll accept that for a moment... but why the collapse of the core into tiny peaces?
The can only "fall over" a bit before they collapse under their own weight.
No, that's how it was built. 10m lengths fit nicely on a truck, it would be kind of difficult to deliver a 1300 ft. column to the job site, don't you think?
I know next to nothing about physics; I'll be the first to admit that.
.There was no tilting whatsoever. The towers collapsed into their own footprint. It is physically impossible for the core to implode. We are talking about 47 columns that were heavily interconnected by horizontal beams. It was a rigid structure that maybe could tilt but not implode. And certainly not by vertically falling floors and trusses; falling parallel to the core, not against it.
.Why would the tower collapse under its own weight at an angle of 1, 2, 5, 10 degrees if it was able to withstand collapse in vertical position. What you probably mean is that the core would break halfway (fold).
You brought it up. And now you want to drop it??
Fine. The core is not stable as a freestanding structure. Again, it requires the presence of the rest of the structure to remain standing; the core handled the gravity load and was braced against the perimeter structure. That's simply a fact of the Twin Towers construction; some buildings are built with freestanding cores, the Towers weren't. What's so hard to understand about that?
The exterior columns were design specifically to contribute to the tower's lateral stability for wind loads, as well as providing the horizontal bracing of the core via the floor trusses. Are you assuming that they are not?Less so than the outer columns, true.
Loss of lateral bracing. This is an rather easy principal to demonstrate...OK. But why did they fail?
The core collapsed with the rest of the building at the same speed.
Your question was already answered... to put it simply, the columns were erected in sections, and either bolted or welded together. The connections that hold the structure together are the limiting factors for the design allowables, and they're the most prone components to fail. There's hardly anything extraordinary about that...![]()
No it didn't.
That's all correct. But if the core does not collapse while carrying half the weight of the WTC for 30 years than it should not collapse if it does not carry any weight whatsoever. Tilting maybe, but not collapse.
Huh?
So are you saying the cores collapsed after the rest of the building?
ps, I know the answer.
Yes lets.
When you are ready explain what role the core played in supporting the floors and how the floors were braced between the inner core and the external columns.Could you please explain fully what happens when the bracing between the core and external coulmns is violently removed?
When you are ready.
I had to stop after three laughing dogs.
Bracing,911, explain its role in the construction of WTC 1 and 2.How did the floors brace the core to the external columns?
On you go.
My point,dear boy, is you have absolutly no idea how these towers were built, how the were held together and why they collapsed.
Bracing, explain it, fully, and what part the floor trusses played in bracing the towers together, please include in your explanation your understanding of the tube in tube design of the towers.
On you go
You do understand what bracing is, right?
The exterior columns were design specifically to contribute to the tower's lateral stability for wind loads, as well as providing the horizontal bracing of the core via the floor trusses. Are you assuming that they are not?![]()
Loss of lateral bracing. This is an rather easy principal to demonstrate...
[qimg]http://img296.imageshack.us/img296/1899/shortlo0.png[/qimg]
[qimg]http://img367.imageshack.us/img367/7023/longmv9.png[/qimg]
Essentially the longer the unbraced length of the column, the less stability it has, and thus the smaller the loads it can carry...
Investigator,You have not answered a single post I put to you.
When you are ready, investigator.
Incorrect; Case studies provide the necessary design parametersNo, this is correct.
It's not intended to be a one on one comparison with the trade centers. It however demonstrates the basic principal as it concerns the core coulmns' design more than sufficiently. A point which you do not appear to understand. The same concept I applied in that little experiment, is applied at the macroscopic scale in the design phase. As "playful" as the photos may convey, the concept has very serious applications in engineering.Your comparison is wrong. Where is the finger equivalent during 911? Was it Gods invisible finger?
How did the collapses initiate according to NIST? Answer that.
When there are a lot of posters to be answered I choose to ignore the hillbillies, my dear boy.
It's not intended to be a one on one comparison with the trade centers. It however demonstrates the basic principal as it concerns the core coulmns' design more than sufficiently. A point which you do not appear to understand. The same concept I applied in that little experiment, is applied at the macroscopic scale in the design phase. As "playful" as the photos may convey, the concept has very serious applications in engineering.