KreeL, is there any point you wished to make about the topic of this thread?
You might begin by answering the questions I've asked:
Grizzly Bear, you're not helping.
Respectfully,
Myriad
A freestanding structure 410" in height (just over 34 feet, and just over 10 meters) and approximately 52" square, and weighing approximately 11,000 pounds will be constructed indoors atop a 33" high foundation platform. The main materials will be standard wood framing lumber and normal-density concrete. The structure will support 10 "floors" of sixteen square feet each, made of wooden trays filled with concrete, comprising most of its mass. The floors will be supported by columns in such a manner that the structure's weight puts tension on steel connectors whose tensile strength will be calibrated to withstand the static load but break under significant dynamic overloads. The structure will be subject to a horizontal impact of an inert 100-pound mass at a velocity of 12 meters per second striking a support column between the eighth and ninth floors, without the structure collapsing. The top floor, comprising less than 10% of the total mass of the structure, will be disconnected and raised an additional 77 inches (totaling 118 inches, or 300 cm, of clearance from the 9th floor) and dropped. The subsequent behavior will be observed and recorded. The test will be successful if it demonstrates complete progressive collapse of the test structure (not including the foundation). All appropriate safety precautions will be taken throughout.
...
What I would like to discuss is any questions, suggestions, objections, or predictions regarding this project.
You might begin by answering the questions I've asked:
Which part(s) of the model that is the topic of this thread will cause resistance?
How much resistance will occur? (An informative answer would include actual numbers with actual units.)
By what physical mechanisms will the resisting parts cause resistance?
Grizzly Bear, you're not helping.
Respectfully,
Myriad