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Originally posted by HowardRoark
Gravity - It's the law.
Originally posted by HowardRoark
It also shows my age that I remember the TV ads.
Originally posted by SwitchbladeNGC
Anyway, back to the question as to why the whole building came down, when the floors above the crash site felland hit the floors below, the force (F=MA) from those flors crushed the flor below it, causing a chain reaction all the way down the building (remember F=MA, as you have more floors you add to the Mass of what is falling, increasing the Force). Simple High School Physics really.
If we could show that it is possible for the floors to have given enough resistance to make the collapse significantly slower than it was, we don't need to speculate ANYTHING else.
Originally posted by Skibum
If we could show that it is possible for the floors to have given enough resistance to make the collapse significantly slower than it was, we don't need to speculate ANYTHING else.
IIRC the floors were designed for a load of about 150 psf.
I'm gonna step out on a limb here.
The combined weight of 13 floors hitting a floor rated at 150 psf, there would be negligible resistance.
Originally posted by SwitchbladeNGC
Anyway, back to the question as to why the whole building came down, when the floors above the crash site felland hit the floors below, the force (F=MA) from those flors crushed the flor below it, causing a chain reaction all the way down the building (remember F=MA, as you have more floors you add to the Mass of what is falling, increasing the Force). Simple High School Physics really.
Originally posted by HowardRoark
I think part of the problem is that some people are looking at the collapse of each floor as a separate, discrete event, that the columns supporting each floor are unique and not tied to the columns supporting any other floors.
Once the core and exterior columns started to fail, the only thing preventing the distortion of those columns from propagating would have been the connection between the truss and the truss seat on the exterior wall.
Originally posted by SwitchbladeNGC
Do we know how much these floors weighed fully loaded? I assume not more than 150psf each.
Originally posted by Skibum
IIRC the floors were designed for a load of about 150 psf.
I'm gonna step out on a limb here.
The combined weight of 13 floors hitting a floor rated at 150 psf, there would be negligible resistance.
When the north tower, the first to go up, was finally topped out on Dec. 23, 1970, it was foggy, and no one could see the view. But James Endler, the West Point grad and construction contractor who oversaw the entire job for the Port Authority, made a point of showing up at a celebration for the workers held on one of the skeletal upper floors -- the first open-air party ever to take place 1,300 feet above the street. There was a band, soda and sandwiches. But when the band played the Mexican hat dance, the construction workers started stomping in unison, and Endler -- standing next to Jack Kyle, the Port Authority's chief engineer -- began to feel odd vibrations in the structure. The floor did not seem steady. After all the wind-tunnel tests, the computer calculations, the structural innovations, had something been missed? Had the thousands upon thousands of steel parts been fitted together incorrectly? ''Jack, how do we stop that vibration?'' Endler asked. Kyle turned to him, expressionless. ''Don't play that song anymore,'' he advised.