tsig
a carbon based life-form
- Joined
- Nov 25, 2005
- Messages
- 39,049
Do you have the blueprints?
No after they made me they threw away prints.
Do you have the blueprints?
So - if a meteorite (smaller than a house) landed at 10,000 kph on a house then action=reaction (F = -F) and all is well? The meteorite's impact is halted? It stops on the roof?
You have a long history of turning serious questions into jokes. This is a serious question and it might test your apparent beliefs. Can you cope with this?
Would the meteorite :
a)stop when it hits the roof?
b)utterly demolish the house and create a large crater where the house used to be?
A serious answer please. No jokes.
Are you honestly suggesting that one object can be dropped on another and... regardless of what the objects are made of, how they're built, or the height from which it is dropped...the lower object will never, ever collapse? Is that what you are honestly suggesting?
No, pls read my article at http://heiwaco.tripod.com/nist3.htm to find the answer. Topic is steel structures + gravity, etc.
At this point if you do not understand the concept behind setting boundary condition in order to make a simplified model then you're not going to regardless of the experience or background your peers have that are trying to point out your errors. It's been said enough how badly your position reflects on your professional status and any credibility it lends you.And again, topic is what happens to the upper object. According NIST, Bazant, etc, it should remain intact. It is however impossible, if it attempts to crush down the lower object just assisted by gravity.
And that's why the NIST/Bazant theory is nonsense.
Sorry, you are 100% wrong! We have a steel structure of columns/beams which we call parts A + B. B < A height wise. Now we drop B on A. A is fixed on ground. A is the lower part. B is the upper part. Nothing collapses! And B cannot even crush A!
Why is that? Because when B contacs A and applies force F on A, A applies force -F on B. A also apply a force on the ground. Guess what force it can be?
Case 1 - If F only compresses A elastically after a perfect contact/impact, it is likely that -F also only compresses B elastically and the result is that B bounces on A. You agree? Structure is same in A and B.
Case 2 - If F causes local damages to A at the contact areas, -F will also produce equal local damages to B in the contact areas. You agree?
Now you may argue that A also applies a force to the ground and that the ground will apply an equal but opposite force to A and that A should also be damaged at ground level when, hit by B at the other end ... but I will leave it you to find out why it does not happen. Case 1 may help. Ground bounces also.
Reason why in Case 2 local failures occur in interface A/B at contact is that stronger sub-parts damage weaker sub-parts of the two structure parts. The structure crumbles at interface A/B. This does not happen at interface ground/A, as there parts are better aligned. And as A>B, part B will crumble completely before A does the same. Sorry, B cannot crush A.
And nothing collapses!
The tilt was about 7-8° when the collapsed began and continued to increase to 20-25°. [[FONT="] NCSTAR 1-6 6.2.2 pg 167][/FONT]The ratio of weights on the two sides depends on the location of the hinge, the angle of tilt at the time the hinge collapses
This slight amount a greater resistance would be more than offset by the increasing weight on the leading edge. Any weight outside the perimeter would act as a cantilever with the exterior wall as the fulcrum, thus multiplying the effect of the added weight and crushing the leading edge even faster.the resistance of the two sides is not quite the same, because the strength of the structure is greater for lower storeys, and therefore the leading edge experiences a slightly greater resistance than the trailing edge.
One would expect, then, that the falling mass would continue to rotate, but at a slightly decreasing angular velocity. That's more or less what was in fact observed up to the time it was obscured by dust.
Yes.C7
Do you think the top should have tilted right off and fallen to one side?
... the chief Structural engineer of the WTC agrees with me.Aircraft impacted the WTC towers, un-fought fires compromised the structure and the WTC towers fell in a gravity collapse.
http://www.nae.edu/nae/bridgecom.nsf...ks/CGOZ-58NLCB
… wounded by the impact of the aircraft and bleeding from the fires, both of the towers of the World Trade Center collapsed.
Same will happen in your examples: the stronger sub-parts of the 51% section will damage the weaker sub-parts of the 49% section (and vice versa) and soon the weaker sub-parts will get entangled into one another ... and destruction will be arrested. Friction takes care of that.
What are you trying to prove. WTC1 was crushed by a meteorite?
At this point if you do not understand the concept behind setting boundary condition in order to make a simplified model then you're not going to regardless of the experience or background your peers have that are trying to point out your errors. It's been said enough how badly your position reflects on your professional status and any credibility it lends you.
Yah, no. Progressive collapse was well defined in building code well before 9/11 for a reason. Your account of what would happen isn't "supported" by the experts because they actually know this. Not that you need to be an expert to know what "progressive" means.
That the potentially destructive energy of a falling object is a function of its mass and velocity.
Therefore your statement that "dropping a piece of something onto the rest of that something can never cause global collapse" is insupportable nonsense.
But I see you now want the thread closed. So that you never have to admit to your (many) fundamental errors?
So the top of the buildings should have bounced off the bottoms and then bounced on down the street?
The previous section was:
Velocity of Air Ejected from the Tower
and the following section is:
Energy Dissipated by Comminution (or Fragmentation and Pulverization)
They do not offer another mechanism for the "large steel pieces".
The top section was in motion to the side and down.
Both motions continued as the collapse progressed.
The side motion would continue and the top section would fall off the side of the building unless some external balancing force were applied.
Chris, I took the time to assemble a website that answers exactly these kinds of questions. Is there any reason that you haven't availed yourself of the wealth of information there?You are not considering that the weight crushing one side of the tower is about 3 times as much as the other side as this illustration shows.
http://img13.imageshack.us/img13/1237/tiltgraphic2fx4.jpg
This much greater weight/force will crush that side faster and the top section will continue to tilt more in that direction.
Is there any reason that you haven't availed yourself of the wealth of information there?