ozeco41
Philosopher
Oh I know. There's a huge list of impossible assumptions he makes to achieve a scenario where a jolt is possible. He knows it too. But this is the last rung he's got to hold on to. If he lets go of it, then he falls back into the world of the sane, and that's a very bright and painful world to be in after living for so long in the world of "Truth".
Understood.
BTW I agree that your overlapping "I Beams" model is one of the possibilities for end contact which develops far less that full design column strength.
There are several others which result in bypass. The most visually obvious is the "pulled in columns" of the initial failure. Those face two easily envisaged possibilities:
- The first that the pulled inwards ends fold over leaving two rounded ends consequent of plastic flow before failure. Rounded ends would cause the column parts to "slip off" and bend sideways in elastic (maybe plastic) flexure so that the ends bypassed. In that case with the top block columns falling wedged inside the lower tower outer tube.
- columns bent out of line before failure but remaining standing as "bent columns" would form sloping surfaces which would also facilitate flexure and consequent bypassing.
- that ends coming into axial contact are the least likely outcome once the top block is falling which means most columns not bearing load; AND
- any ends which did come into end for end contact would be in the minority and would have such an overwhelming load acting that failure or slip off would rapidly follow. That failure either by buckling OR mutual cutting as per your model.