jaydeehess
Penultimate Amazing
Only a few minutes left for lunch but let me try this
The upper section drops.
What does its mass impact? Primarily the load bearing columns of the lower section?
Not likely. If the columns fail and cause intial drop then they are quite obviously no longer aligned. Thus the mass is impinging primarily upon the floor pans.
How does a floor pan transfer its load to the vertical structural load bearing members? Via the trusses and truss seats.
What would be the normal load on a floor pan and its trusses and seats?
The load normally expected to be on a SINGLE floor pan.
How does the falling mass dynamic load compare to a normal load on a SINGLE floor?
It exceeds it by at least a power of ten.
How will this affect the acelleration of the upper mass?
It will slow it by a maxiumum of 10%
Will it be particularily obvious and if not why not?
No it will not be as the upper structure will itself flex and disintegrate.
How does the average acelleration of the collapse zone compare to free fall?
Its less than free fall by 10% to 15%
The upper section drops.
What does its mass impact? Primarily the load bearing columns of the lower section?
Not likely. If the columns fail and cause intial drop then they are quite obviously no longer aligned. Thus the mass is impinging primarily upon the floor pans.
How does a floor pan transfer its load to the vertical structural load bearing members? Via the trusses and truss seats.
What would be the normal load on a floor pan and its trusses and seats?
The load normally expected to be on a SINGLE floor pan.
How does the falling mass dynamic load compare to a normal load on a SINGLE floor?
It exceeds it by at least a power of ten.
How will this affect the acelleration of the upper mass?
It will slow it by a maxiumum of 10%
Will it be particularily obvious and if not why not?
No it will not be as the upper structure will itself flex and disintegrate.
How does the average acelleration of the collapse zone compare to free fall?
Its less than free fall by 10% to 15%