Don't forget that the regular surveys were most likely focused on local overloading than global overloading, the latter of which has a statisical likelihood << 0.01 (the likelihood of local overloading).
From NIST NCSTAR1-2 pg 106:
Journal of Structural Division 1974, R. K. McGuire et al., "Live Load Effects in Office Buildings".
In the chapter, "Results of live load survey - Variance of sustained load", the mode is given as 0.45 kPa and 90% of the samples are less than 1.0 kPa. The average appears to be around 0.55 kPa = 11.5 psf. This would indicate that my use of 25 psf live load for the area outside of the core is more likely an overestimate than an underestimate.
Unless anyone can present more recent developments that would contradict this I think we should accept it?
Hello again GregoryUrich, thank you for supporting your live load estimates. I would still like to see some more recent references if possible, since the offices of 1974 are a little different than 2001 (in some ways heavier, e.g. denser staffing, but in other ways lighter -- who has oak furniture these days??), and it would also do to better understand how much of the WTC Towers daily usage fit this model, versus other uses like trading floors and shopping malls that would probably be heavier. However, until we find something more precise, I can accept your ballpark estimate for live load.
I still would like to revisit the superimposed dead load, however. There I'm sure you've underestimated. We won't find 250,000 tons of it, but it will put you more in line with the other calculations.
For example, here is the latest from Bazant et al.:
http://www.civil.northwestern.edu/people/bazant/PDFs/Papers/00%20WTC%20Collapse%20-%20What%20Did%20%26%20Did%20Not%20Cause%20It%20-%205-2007.pdf
Why not take a shot at dissecting the above article? A good place to start is:
1. Bazant uses a mass for the upper part that is at least 60% higher than the statistically predicted actual mass.
2. Bazant again neglects momentum transfer.
3. Bazant assumes that the upper part is totally immune to the forces affecting the lower part when in fact the upper part can not exert a force greater than the upper part itself is subjected to. Or rather, "crush up" begins at the first collision during collapse.
If I'm not mistaken, Bazant et. al. do not neglect momentum transfer. I haven't rederived the equations myself yet, but I believe the term Fm seen in their Equation 6 accounts for the momentum transfer. They are using a force-balance rather than an argument from conservation of momentum, required since this is a dissipative process, and therefore this expression is the correct form.
Dr. Greening is posting here, and I'm sure he could explain in more detail.
Furthermore, because of the term above, you will see that the mass effectively appears on both sides of the equations, and to first approximation can be divided out. I don't expect Bazant's et. al. prediction to vary significantly with changing mass estimates. They have the equations all set up, so this should be an easy thing to verify.
Regarding the third point, while it is true the upper block would suffer some damage through progressive impact, the relative mass of the upper block to the total descending mass rapidly diminishes as the collapse progresses. At no time is the force exerted greater than the upper mass experiences. Delaying "crush-up" until the end of the "crush-down" phase is a simplification, but not one that should have much effect on the final result.