Well, well, look here:
My own private stalker is back. How flattering. Clearly I've proven to be a thorn in the CT's side.
TruthSeeker1234, have you learned nothing? You've already had to issue a
formal apology to me once, thanks to your abysmal reading comprehension. It looks like you're going to have to do so again.
Now then, let's take a look at your utterly disingenuous argument:
Even delusional OCTs should be able to follow this. RMackey was trying to critique Gordon Ross, when it appeared that Mackey was claiming that the core structures of the twin towers were not cross-braced. I challenged him with this picture.
[qimg]http://homepage.mac.com/dansound/.Public/Pix/SteelOnFire/WTC_Core_03s.jpg[/qimg]
http://homepage.mac.com/dansound/.Public/Pix/SteelOnFire/WTC_Core_03s.jpg
This photo shows that the core structure had its own independent flooring system, effectively giving horizontal bracing
at every story. All four corners are also diagonally braced
at every story.
I've bolded the critical errors in
TruthSeeker1234's argument.
His initial presentation of this image to me was in
this post, made September 9th of last year.
My
reply to that post, also made September 9th -- you'll note the above passage is quoted in my reply, so there should be no doubt to what I was referring -- asked him the following questions:
1) Which cross-bracing elements are you referring to in your picture?
2) What evidence do you have that they were permanent, rather than temporary bracing needed for construction?
3) What material are those elements made of? Your photo is in sepiatone and appears to be photocopied.
4) How are these elements attached to the columns?
You can read the follow-ups in that thread. Suffice to say that I never received a satisfactory answer to even a single question.
In that same post, I further clarified the remarks I made in my original critique of Gordon Ross:
And you really should read my entire critique of Ross's paper. Your quote of me, out of context, only points out that Ross treated the problem one-dimensionally, assumed the columns would compress to failure, and that he is assuming columns are pinned on both ends.
As NIST has recently clarified, the actual collapse mechanism was highly three-dimensional in nature, with the columns being twisted into the interior, pulled in by sagging floor trusses at each floor.
If there are such huge cross-braces as you claim, these braces would be part of the load-bearing structure. Funny that not even Ross accounts energy to break them, as he would have to do, if they were real.
So now you all understand what I
really said.
Now let's rejoin
TruthSeeker1234's latest logical trainwreck:
Clearly, RMackey is trying to get us to believe that the vertical core columns were only cross-braced by the floor assemblies, when this is utterly false. Mackey also claims that all of the diagonal bracing evident at the corners of the core structure was REMOVED.
Incorrect. Note above where you now apply the modifier
"at every story," which is not only irrelevant for purposes of what I said, but also wrong.
I was reviewing Gordon Ross's paper. This
only considers the impact floors. In my critique, I applied
the same assumptions that Gordon Ross did.
Did Gordon Ross include cross bracing in his calculations? No. Show me where he did -- you can't. Thus, I didn't either.
Now then, about bracing on every story, that is simply wrong. The WTC Towers had diagonal cross-bracing only in select locations. I now quote from the NIST report,
NISTNCSTAR1-2A, page 2:
NIST said:
The primary structural systems for the towers included exterior columns, spandrel beams, and bracing in the basement floors, core columns, core bracing at the mechanical floors, core bracing at the main lobby atrium levels, hat trusses, and the floor systems.
Figure 1.2 of that same report, on Page 3, shows an example side view, showing both floors
with diagonal cross-bracing, and floors
without.
This is perhaps most clearly seen in the model representation plotted in Figure 3.3, page 33, same report. The right view shows, in red, the major areas of cross-bracing. And you will also note just how few places had it.
I could go on and on and on, but this should be sufficient.
So let me summarize your little lie,
TruthSeeker1234:
- I reviewed Ross's paper, and noted that on the collapse floors, treating the problem as purely vertical was an oversimplification.
- You interpreted this as me claiming there was no cross-bracing on the impact floors.
- In fact, there was no cross-bracing on the impact floors, as I have demonstrated here, but
- that didn't matter, because I was critiquing Ross's approach, and using his assumptions. He didn't include cross-bracing.
- You stew about this for four months, and then come back here, claiming that I had said there was no cross-bracing anywhere in the structure.
- You furthermore insist there was cross-bracing on every floor.
- Your lie is, therefore, two-fold. You were mistaken about the actual construction, and you misconstrued my words independently.
I have openly challenged RMackey to a scientific 9/11 debate on TV, and he refused. My offer stands, and I will pay expenses. C'mon Mackey old friend, don't disappoint your fans. Real names, real faces, real evidence. What's your fear?
Yes, you did -- and I
refused, for reasons which should surprise no one. Your recent conduct only reinforces my conviction that there is hardly any point talking to you, given (a) your stalker-like behavior, (b) your chronic problems with reading comprehension, and (c) your absolutely incorrect proclamations to the world that
I am the one lying.
As for "real names, real faces, real evidence," I have nothing to hide. My login is my real name, and my avatar is a picture of me. You, on the other hand... You will pay expenses? Need I remind you that I
won a bet when you welched on an earlier proposal that you'd made?
Now,
listen carefully, Mr. Baker: This crap stops now. I tolerate your bumbling incompetence and spurious accusations in other threads, such as
this one, so long as the conversation has an educational benefit. But your calling me out over your own failure to understand English educates no one. Therefore:
If you call me out like this again, as you have now done twice, I will seek moderation immediately.
And Ace, grow up.