Re: Goodbye, Mr Roberts
Because there is a difference between a force built up over weeks (during construction) vs. an instantaneous force.
Certainly it is possible still that the lower floors could withstand this instantaneous force, but Chandler et al fail to do any type of consideration in this respect.
The WTC steel structure - whether in entirety or just the lower portion - is not an ideal substance. A clue on the propagation time can be inferred from the vibration induced by the plane impact: 0.6s to 0.7s. This vibration can be said to be the effect of a lateral force on the structure travelling up and down said structure as a wave until damped out.
Why does this matter? Because the total available load capacity is limited by the amount of steel structure reachable in this propagation time.
So even in the case where the total force from the upper floors falling is less than the force of the weight of the upper floors at rest, there are still significant qualitative differences which could still explain a structural collapse.
Chandler's argument is that at the instant of t = 0 (collapse) that the lower structure is already exerting a sufficient force capacity to support the upper structures - i.e. the load capacity is sufficient and there is no impact propagation issue.
But this is likely be wrong. Because even if the upper stories fell only 1 meter, the time to fall this distance is 0.45s (a 3 meter fall is 0.55s) [using the equation sqrt(2*distance/gravity) = t] which is likely much higher than the propagation time within the WTC structure. This means the previous resistance force will have completely dissipated by the time the upper stories actually (re) contacted the lower structure. The lower structure would thus have at least much less, possibly zero 'resistance' force.
Chandler fails to even mention this - hence his credibility is reduced.
Originally posted by TPC
Certainly it is possible still that the lower floors could withstand this instantaneous force, but Chandler et al fail to do any type of consideration in this respect.
The WTC steel structure - whether in entirety or just the lower portion - is not an ideal substance. A clue on the propagation time can be inferred from the vibration induced by the plane impact: 0.6s to 0.7s. This vibration can be said to be the effect of a lateral force on the structure travelling up and down said structure as a wave until damped out.
Why does this matter? Because the total available load capacity is limited by the amount of steel structure reachable in this propagation time.
So even in the case where the total force from the upper floors falling is less than the force of the weight of the upper floors at rest, there are still significant qualitative differences which could still explain a structural collapse.
Chandler's argument is that at the instant of t = 0 (collapse) that the lower structure is already exerting a sufficient force capacity to support the upper structures - i.e. the load capacity is sufficient and there is no impact propagation issue.
But this is likely be wrong. Because even if the upper stories fell only 1 meter, the time to fall this distance is 0.45s (a 3 meter fall is 0.55s) [using the equation sqrt(2*distance/gravity) = t] which is likely much higher than the propagation time within the WTC structure. This means the previous resistance force will have completely dissipated by the time the upper stories actually (re) contacted the lower structure. The lower structure would thus have at least much less, possibly zero 'resistance' force.
Chandler fails to even mention this - hence his credibility is reduced.
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