cmatrix
Critical Thinker
- Joined
- Aug 20, 2009
- Messages
- 416
cm,
Well, it took long enough. Glad you're now on our side...
And this was the breakthru moment.
Clearly, you believe that something can fall slower than g.
And now that you say you believe that something can fall faster than g, then we've bridged the span that says that you believe that something can fall at g as well.
Well, that was like pulling teeth, but I'm glad we got there.
Does this mean that I win your $5,000??
What was the FOIA for? Because truthers are technically clueless.
All the data to reconstruct the models is in the public domain. The vast majority of it is in the NIST reports.
No…??
Really…???
You don't read very well, cm. That could be part of your problem.
You'll have to point out where you think that I said that it'd be "easy". One of those "reading comprehension" thingies, apparently.
Since all the hard work is done, it'd take a staff of mechanical and/or structural engineer about 50 man-years, I'd guess. Or a group of grad students about 100 man-years.
With free Jolt cola & twinkies, you'd get it down to 10 "blazing-grad-student-years". But it'd take another 200 to fix all the errors.
Not hard in the slightest. But pretty laborious.
If you didn't run & hide from every conversation, perhaps you might find out.
tom
"Well, it took long enough. Glad you're now on our side..."
It looks like you gone of the deep end. You claimed I said it was impossible that an object falling only under the influence of gravity could fall faster than G. I never made such a claim. You made a ridiculous mistake and are too pig-headed to own up to it. I'm not offering $5000 for babbling nonsense.
"All the data to reconstruct the models is in the public domain. The vast majority of it is in the NIST reports. "
Yet NIST says:
"NIST shall not release the following information:
1. All input and results files of the ANSYS 16-story collapse initiation model with detailed connection models that were used to analyze the structural response to thermal loads, break element source code, ANSYS script files for the break elements, custom executable ANSYS file, and all Excel spreadsheets and other supporting calculations used to develop floor connection failure modes and capacities.
2. All input files with connection material properties and all results files of the LS-DYNA 47-story global collapse model that were used to simulate sequential structural failures leading to collapse, and all Excel spreadsheets and other supporting calculations used to develop floor connection failure modes and capacities."
You said "Anybody, who is not as clueless as you are, can recreate all that data easily."
and
"You'll have to point out where you think that I said that it'd be "easy"".
So I guess you are saying then that I am as clueless as you are...


