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Originally posted by DrEugeneFixer
My point about the towers not being a homogeneous solid is that falling columns and floor assemblies can overload the connection between the floor trusses and the perimeter columns with relative ease.
Lightweight concrete does not have enough energy to destroy itself, and overcome the connections holding them up....
Originally posted by -PLB-
reply to post by ANOK
Let me get this straight, what you are saying is that floors that failed, as in floors that are no longer supported, offer resistance? And with each floor that is added to the falling mass the resistance increases?
If I interpret you correctly, can you explain what force exactly causes floors that already failed to offer resistance?
Originally posted by hooper
Huh? It was concrete, not styrofoam. Using the word lighweight is meaningless in this situation, the concrete was light compared to structural concrete.
Originally posted by -PLB-
reply to post by ANOK
The stacked floors as you call them, are no longer supported.
Originally posted by ANOK
How did the top falling mass stay in one piece while crushing the lower floors, and not be crushed itself during the collapse?
It's lightweight compared to all the steel it was attached to.
You do realise that the concrete was not directly attached to the columns, but sat in steel pans that were connected to the columns?
Those steel pans would not break up when they fell on each other.
The mass of 15 floors is not enough to overcome the mass of 95 floors. Forget about how they were connected, even if they were connected with toothpicks the floors could not completely collapse themselves.
You are a laugh hooper, you OSers used to love to stress the trusses were lightweight, thus making the assumption that lightweight meant not very strong.
You fail to understand that steel has a high strength to weight ratio, meaning it is light but very strong. That is the nature of steel. Concrete has a low strength to wait ratio in comparison.
Originally posted by ANOK
Originally posted by DrEugeneFixer
My point about the towers not being a homogeneous solid is that falling columns and floor assemblies can overload the connection between the floor trusses and the perimeter columns with relative ease.
That is an illogical conclusion.
What about the connection to the core columns?
The thing that you are not understanding though, is regardless of whether the connections failed the floors would still stack up creating resistance and slowing down the collapse, leaving a stack of floors still visible in the footprint.
It takes time and energy for the floors to impact, and break connections (Ke is lost, not gained, momentum is slowed as that quote I presented tells you). Resistance would build as the floors stacked up. The more floors that fell the more resistance there would be until eventually the collapse would stop. Lightweight concrete does not have enough energy to destroy itself, and overcome the connections holding them up.
I told you how to test this yourself, until you do and prove your hypothesis then I will go with what has already been established in physics, and is well explained by the laws of motion.
What energy hurled large perimeter columns hundreds of feet into other buildings (gravity lol)?
What's your point RE the balls.
Gravity does not add energy, it transforms energy. From potential to kinetic. Any amount of kinetic energy that is reduced by crushing is added again from potential energy. Momentum increases. The fact that gravity is acting on the building means it is not a closed system. Gravity is an external force.
From that moment the amount of energy capable of doing work (kinetic energy) continued to increase, while the amount of potential energy decreased.
Originally posted by Darkwing01
A) Each floor was capable of sustaining the full weight of all the above floors
B) to be adding to the mass the floors must be broken up almost completely. That means that for every successive floor drop the above floor must be doing more work than its position in relation to the gravitational field alone would allow. That extra work comes from the Ke that has been accumulated from the drop.
No it wasn't. Only the support columns, to which the floors are connected, carry the full weight of all floors above. Floors themselves were only designed to carry their own weight.
Where did you get all this from? Why must a floor be broken up completely and what do you even mean by that?
And how did you come to "That means that for every successive floor drop the above floor must be doing more work than its position in relation to the gravitational field alone would allow".