Good, then. We're agreed.
Myriad still has not shown how the net force of block C exceeds the resistive force of Block A--without referring to Bazant.
Can we clarify the scenario please?
Are we talking about WTC1/2?
And in the global collapse stage - i.e. after the top block starts to fall?
If both those are true then:
- We can answer without reference to Bazant. In fact Bazant and Zhou is not valid because the situation has gone outside the assumptions on which the Bazant and Zhou approximation depends;
- Most of the top block columns are not in axial end for end contact with their counterpart lower portions - that is why we are outside Bazant and Zhou's assumptions. Because the top block is falling there cannot be sufficient resistance to hold up the top block and sufficient resistance requires axial end for end contact of column parts so there are insufficient (if any) columns in axial contact AND any column that did somehow get into axial contact would be subjected to massive overload and fail instantly;##AND
- The top block is falling inside the outer tube columns of the lower tower.
Now, given that situation the resistance to the top block falling comes from two main areas and some minor ones:
- The OOS floor areas of the falling top block fall mostly onto the OOS floor area of the lower tower. Initially with some "impact zone" debris between them AND later with accumulating floor debris. That falling weight is sufficient to strip the floor joists off their connections to the columns at both ends;
- The core of the top block is also falling mostly on the core of the lower tower. Since as already explained the columns are not in axial alignment the main contact top block to lower tower core is horizontal beam on horizontal beam. The beam end connections are an order of magnitude less strong than the columns designed axial load. So those beams bend and shear off.
There are other relatively minor forces - friction of descending OOS floor material and debris against core and outer tube columns is one - friction of "bent out of line column" parts - top block part sliding past and rubbing against lower tower part - is another. Plus one confused mess in the core area.
So both areas which are in contact and transfer resistance to your "Block C" provide significant resistance but far less than could be provided by the total columns acting as designed with axially applied loads.
And not only does that explanation not require reference to Bazant, it explicitly identifies that the global collapses of WTC1 and WTC2 fell outside the range of validity of the Bazant and Zhou conservative model.
## And, for those with a sense of humour/irony whatever, that situation is the point where Tony Sz looks for his jolt AND the explanation as I have presented it does not - at that stage - preclude "unnatural causes" causing the missing bits of column. That precluding of "unnatural causes" comes a fraction of a second later in the real time collapse.
