Here's a Gage quote from his video: "The available gravitational potential in the whole building is about 110,000 kilowatt hours. That's the weight of the building times its height above the ground. But the expansion of that cloud has been calculated to require ten times that energy in heat, which produces the expansion. The energy [for the collapse plus pulverization and ejection] doesn't add up."
Huh? Did he get this from Gordon Ross? I have never once heard a physicist or engineer give me the formula of weight x height = kilowatt hours. I get simplified formulas like force = mass x acceleration, which quickly creates overwhelming force. Gage also quotes a static load of five times, when everyone but Gage and Ross says the static load design was 3x the weight... and of course, static loads can't compete against f = ma once things stop being static and start coming down at 100 mph.
How do I even come up with a question here? How do I even rebut this? I guess I can start by showing the height x weight = kilowatt hours formula and saying this makes no sense?
I cover this in my whitepaper, Appendix B. To first order the amount of gravitational potential in a standing Tower, not counting the part below grade, is 400 GJ, or about 111,000 kilowatt hours, as Gage computes.
This is hard number to visualize. It's equivalent to about the explosive energy of 98 tonnes of TNT, or the output of a large nuclear reactor for five minutes. All dissipated in a matter of seconds.
Comparing it to strength, however, is nonsense. I also explain this in Appendix B. Any given chunk of steel will only resist at full power until it deforms by about 1%, and then it fractures, and its strength goes to zero. The average strength, during the collapse, is a tiny fraction of its static strength.
In solid mechanics we speak of a parameter called "toughness," which is equivalent to the work required to fracture or otherwise destroy a piece of material. This is the quantity one needs to estimate, and it is a great deal less than the static strength of each member times its length.
Any upper-division structural engineer would immediately see that Gage is full of crap. He's talking apples and oranges. He may not know any better.