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| Cheri, Richard (obviously!) forwarded your inquiry to me and I have had the same question as you. A simple "Fact Sheet" on the Towers' physical features would be very helpful. Wish I had one to whip out for you but I don't. Please allow me some time and I will gather that data for you. One problem with the concrete estimate is that lightweight concrete (of that era) has a density of approx. 3 to 9 pounds per inch thickness per square foot and I cannot (yet) establish what density was specified at WTC. So, a 4" thick floor could have weighed as little as 12 or as much as 36 psf, for example. This probably explains the varying figures you've seen: the volume is pretty well known but its density is not, at least to my knowledge. However, I think we can arrive at a reasonable estimate in absence of a documented spec. The floors were just a place to put carpet and walk on, basically, so I assume they went as lightweight as possible but I do not like to publish assumptions. The firm I work for completed the largest continuous concrete pour in the history of Mexico earlier this month (6,000 cubic meters!) so I have daily access to concrete (and steel) experts - I am a mechanical engineer and I don't know steel & concrete like the structural folks. I have attached some fascinating material from the AISC steel code for your use. Note especially the discussion of the effects of fire on steel (I think you'll be stunned!). I'll be posting this material on 911blogger as well. Every steel designer would have had this book at their desk during design of WTC. Interestingly, this appendix is no longer included in later editions of the steel construction code. Thanks for your inquiry, I will get back to you, Peter Morse, P.E. |