Hey Varemia, very interesting view from this angle of the collapse. Maybe I can take a stab as to why it fell as it did?
We all know (hopefully) by now that the WTC had the "tube-in-tube" design, with exterior columns and interior columns set up in a T-in-T style. Now,
we do know that its not the only buildings with this design, however, they did have light steel trusses for the floors to connect the columns from the
exterior to the core. Now notice, most other buildings with this design template dont have light steel trusses as floors, but rather I-beams or more
sturdier than truss supports. Unfortunately we cannot get our hands on the blueprints for the John Hancock or Sears Tower, and I cant really find too
many photos during construction of them where they show clearly the floor's structural design (for obvious reasons
) Anyways, back to the
point.
This gave the towers flexibilty and made them lighter. In fact the floor trusses also had dampeners on each end to stop the swaying from the winds.
The floor trusses are not steel I-beams. They are lighter, more flexible, and are proven to be dangerous in large fires when unprotected, or when
fireproofing fails. The towers were able to survive the initial impacts thanks to this design because it allowed for the impact to be disspated via
the dampeners and helped slow down the swaying of the buildings after impact. Once the fires started, they began to adversly affect the floor trusses
and the core beams. Ok I'm sorry I know I'm going on, but heres the main point: Before the collapse began, firefighters and police personel (like
the guy on the radio in the video) could see serious deformations and slight movements in the North Tower beginning. Notice if there were detonations
of high power explosives they would have been very audible all the way down to the street and people would have been running from the tower once they
heard the "Kabooms" happening but before the building started collapsing.
As the collapse started, the top twisted, as this was due to the columns failing not at the same time, but progressively from most damaged/heat
affected to least. That would account for the twisting (IMHO) as the connections failed. Once the top twisted and popped off, you can see how the
exterior columns started to peel away. This is where the T-in-T design causes the biggest problem. What was holding the exterior columns up? The
floor trusses. How were the trusses connected to the exterior? Via two 5/8" bolts which connected the top of the truss to the exterior via a seat on
the exterior's core's side, and at the base of the truss, another connection to the dampener with two 1" bolts in a slot.
Ok the image shows it a lot better. In effect, look at that, and tell me how well that will hold up when the horizontal sheering stresses are put on
it from the force of 10+ floors moving downwards as one unit, pushing the exterior columns forcefully away? Remember, this is already when the
building has started collapsing down. Those very connections will fail, as how can two 5/8" bolts and two 1" bolts can withstand thousands of tons of
dynamic force, when it was meant for mostly static loading and winds? I believe in NIST they mention how bolts just snapped and failed from the force
of collapse or tore out of their seats. Now you have one end completely unsupported. Whats going to happen then? Well, its going to go down and tear
away from the interior columns as well, including the weight of the top sections collapsing down. It ends up stripping the floors down as they
pancaked onto the one below, leaving behind the exterior columns to stand freely until they too tipped over from the force of the collapse, and the
core, which large sections remained standing once the initial collapse ended. But you have to remember this: all of this was happening nearly
simultaniously once the top started moveing downward.
I do hope this makes some sense to you, in trying to visualize what I am saying. Once the top started to come down, the design "flaw" made the rest
collapse, irregardless of what some people were saying about how sturdy the design was suppose to be. Something like this has never happened before,
and no one would have been able to predict something like this ocurring. But if you need me to clarify anything I said, please ask via U2U, I'll be
most happy to help clear it up
I know I can get a little technical and end up babbling a little making it harder to get what I am saying
great vid!
edit on 10/9/2010 by GenRadek because: spell check