With all the effort you spent on another manic drivel-fest, how about just answering the questions I raised in 905, 909 and 915 (and reminded you to just answer in 917, 920, 922, 931, and now 943).
You don't realize this yet, but I see a beachnut revelation right around the corner. Let me give you a head start with the metal fractions question (#5).
http://911research.wtc7.net/mirrors/CSEC/Salvarinas_1986.pdf
I'll go ahead and repost the questions for your convenience as well, buddy.
1. ...How did NIST ever land on "The first APPEARED to be...." (re: WTC 7 steel (so FEMA stated but NIST now denies) sample in FEMA App C)? Explain this please.
2. ...Tell me your hypothesis on the apparent (so you imply) "no energy dissipation" through this WTC 7 column steel.
3. ...How did those WTC 7 floor 13 framing beams both buckle
and push the intersecting 79 to 44 girder (with or without shear studs, depending on which NIST report you read) off its seat @ column 79? How exactly?
4. ...Help me to understand why NIST is withholding the WTC 7 contract and ancillary construction docs from Ron Brookman S.E., and is denying his FOIA attempts to procure 3,370 files that include: 1. Remaining input and all results files of the ANSYS (FEA) 16-story Case B collapse initiation model. 2. Break element source code, 3. ANSYS scripts files for the break elements, 4. Custom executable ANSYS file, 5. All spreadsheets and other supporting calculations used to develop floor connection failure modes and capacities, and 6. Connection models....why withhold all this?
5. ...And what were the fractions of WTC 7 metal (example 96% Steel, 2% Aluminum, 1% Copper and so forth)? Doesn't have to be precise, ballpark will make my point very well, thank you.
Thanks!