• Quick note - the problem with Youtube videos not embedding on the forum appears to have been fixed, thanks to ZiprHead. If you do still see problems let me know.

Invitation to Derek Johnson to discuss his ideas

The union of concerned scientists named themselves to reflect their concern about the corruption of science in general by politicians for their own ends. In this respect who can doubt that they are fully (if quietly) standing by in the wings. It would be fun as you say yourself if they suddenly all signed up together with Sir Richard Gage at www.ae911truth.org. Overnight from 1,000 to 31,000 degreed and licenced professionals calling for an immediate new investigation into 9/11. Yes sir...it would be better than winning the lottery. lol

Bill:
Just to let you know I've contacted the "Union of concerned scientists" and ask them how the feel about "9/11 truth". Is there any particular reference you would like to recommend as your "truthers" finest work?
 
I doubt that many people out there doubt that NIST have received Steven Jones's paper on WTC7 for instance. That will do for starters. You can claim that that is not so. Go ahead.

The union of concerned scientists named themselves to reflect their concern about the corruption of science in general by politicians for their own ends. In this respect who can doubt that they are fully (if quietly) standing by in the wings. It would be fun as you say yourself if they suddenly all signed up together with Sir Richard Gage at www.ae911truth.org. Overnight from 1,000 to 31,000 degreed and licenced professionals calling for an immediate new investigation into 9/11. Yes sir...it would be better than winning the lottery. lol
I will be very interested to see the reply (if you post it of course). I like reading between the lines. (or as one debunker famously put it 'behind the lines'). lol
 
I will be very interested to see the reply (if you post it of course). I like reading between the lines. (or as one debunker famously put it 'behind the lines'). lol

There's a huge difference between "reading between the lines" and "coming up with wild, baseless speculation about what something 'really' means".
 
Bill:
Just to let you know I've contacted the "Union of concerned scientists" and ask them how the feel about "9/11 truth". Is there any particular reference you would like to recommend as your "truthers" finest work?

What a waste of time! I keep telling you, use your common sense. Just walk out on the street and talk to people. See what they're saying about 911 Truth, the movement that's growing everyday. Every out there in 'common sense land' knows that the telephone calls were faked. Everyone knows that that there are giant death stars in space that destroyed the WTC and that there are no planes involved - certainly not at the Shakesville and the Pentagon. F***k*** well everyone knows these as facts. It's not just Killtown and Bill Smith out there speaking the Truth! It's every firefighter and policeman! It's every construction engineer! It's every thermite researcher and the entire thermite industry for that matter!

So I tell you guys, just go talk to the people on the streets. They'll tell how they feel about what Bill's saying. Although I doubt it'll be a surprise - at least to some of those here.
 
Originally Posted by DavidJames View Post

It was posted 36 minutes after this reply.
I'm done with you again, I'm somewhat ashamed I fed your ego.

Come now David. It would take a bit more than that to feed my ego.

...

Originally Posted by bill smith View Post
I'd say our unseen audience is enjoying this little show Justin. Not as much as I am though.lol
Sorry folks. Looks like the show's over for now. Tune in again for another episode of 'debunker tail-twisting' produced and directed by bill smith.
 
Well, I got two new replies from Truthers to report.

The first is from Derek.

I've provided my answer in the post following. I'm not optimistic. It does not appear that he even read, much less thought about, considered or processed any of the statements that I made in my last post to him. Just the same wall of truther nonsense.

Ah well.

Tom
___

Derek's note:

Derek Johnson said:
Hi Tom!

Again, please go to about the 4:00 mark in this video below:

http://www.youtube.com/watch?v=NqLWudJ5-Z4

And examine where I compare ARA's FEA renderings (it's actually just a visualization & there are 2 or 3 like this with differing initial conditions) to the parallel portion of the building's video collapse. I understand that WTC 7 fell at pure free fall acceleration for about 100 (105 from their data) feet. NIST has admitted this in statements and with their own report:

http://www.youtube.com/watch?v=Vz43hcKYBm4

How does this happen when you have hundreds of tons of welded and bolted heavy low carbon steel structure in the way? Did Newton's law take a time out?

from NCSTAR 1A pg 45
• In Stage 1, the descent was slow and the acceleration was less than that of gravity. This stage corresponds to the initial buckling of the exterior columns in the lower stories of the north face. By 1.75 s, the north face had descended approximately 2.2 m (7 ft).
• In Stage 2, the north face descended at gravitational acceleration, as the buckled columns provided negligible support to the upper portion of the north face. This free fall drop continued for approximately 8 stories or 32.0 m (105 ft), the distance traveled between times t = 1.75 s and
t = 4.0 s.
• In Stage 3, the acceleration decreased somewhat as the upper portion of the north face encountered increased resistance from the collapsed structure and the debris pile below. Between 4.0 s and 5.4 s, the north face corner fell an additional 39.6 m (130 ft).

NIST graph
http://img31.imageshack.us/img31/1338/nistfreefallgraph.jpg

NIST graph without "spaghetti"
http://img40.imageshack.us/img40/4716/nistfreefallgraphe.jpg

David's and NIST graphs with NIST turned the same way.
http://img34.imageshack.us/img34/5822/graphcompare.jpg

http://s3.amazonaws.com/nasathermalimages/public/images/NCSTAR 1A_unlocked.pdf

How do you account for "Stage 2", Tom? Wouldn't hundreds of tons of welded and bolted connections resist a descent at gravitational acceleration? How does this occur through the massive "built up" members employed in this buildings construction. Is it reasonable to accept this report at face value, or is there possibly "more reasonable" explanations?

I'm with you and many of the JREF forum participants on one thing Tom, I want Al Qaeda to be 100% at fault in all of "this". I want Al Qaeda to have caused (as NIST reported) the north face of WTC 7 to descend at gravitational acceleration, as the buckled columns provided negligible support to the upper portion of the north face. This free fall drop continued for approximately 8 stories or 32.0 m (105 ft), the distance traveled between times t = 1.75 s and t = 4.0 s. I want Al Qaeda to have caused the witnessed molten metal (Fe) in the aftermath. I want Al Qaeda to have caused column 79 to detach from floor beams and girders breaking slip critical moment connections from thermal expansion induced fire. Maybe if I only had Dorothy's ruby red shoes....

We will get to the molten IRON/FE/STEEL later (have you ever welded, cut steel via oxy-gas torch, tended a forge, cupola or induction furnace, btw?), and thanks for being big enough to admit that perhaps 1/3 of the testimony to the matter is true. Once again, your response to my inquiry was 1/3 of the molten steel testimony was true, 1/3 exaggerated, and 1/3 untrue. Correct? Although, again, you have absolutely no basis for these arbitrary numbers, even if only 1/3 are true, you have a problem that you can not and likely will not escape. How in Hades did molten steel, in large quantity, get seen in the clean up? And how did it remain in this curious state considering it was at the earths surface and not miles deep within? What reasonably could do this? Anyone want to try?

So, we are still stuck with 3 questions that few at JREF, or anywhere else can answer in ernest:

1. What can render steel molten - if (your speculation is that 1/3 is true, right? - and the hyperlinks will navigate to the media sources) the testimony is true?

New York firefighters recalled in a documentary film, "heat so intense they encountered rivers of molten steel."

A NY firefighter described molten steel flowing at ground zero, and said it was like a "foundry" or like "lava".

A public health advisor who arrived at Ground Zero on September 12, said that "feeling the heat" and "seeing the molten steel" there reminded him of a volcano.

An employee of New Jersey's Task Force One Urban Search and Rescue witnessed "Fires burn[ing and molten steel flow[ing] in the pile of ruins still settling beneath her feet."

The head of a team of scientists studying the potential health effects of 9/11, reported, "Fires are still actively burning and the smoke is very intense. In some pockets now being uncovered, they are finding molten steel."

According to a worker involved with the organizing of demolition, excavation and debris removal operations at ground zero, "Underground it was still so hot that molten metal dripped down the sides of the wall from Building 6."

An expert stated about World Trade Center building 7, "A combination of an uncontrolled fire and the structural damage might have been able to bring the building down, some engineers said. But that would not explain steel members in the debris pile that appear to have been PARTLY EVAPORATED in extraordinarily high temperatures" (pay-per-view). Note that evaporation means conversion from a liquid to a gas; so the steel beams in building 7 were subjected to temperatures high enough to melt and evaporate them.

A rescue worker "crawled through an opening and down crumpled stairwells to the subway five levels below ground. He remembers seeing in the darkness a distant, pinkish glow–molten metal dripping from a beam"

A reporter with rare access to the debris at ground zero "descended deep below street level to areas where underground fires still burned and steel flowed in molten streams."

A structural engineer who worked for the Trade Center's original designer saw "streams of molten metal that leaked from the hot cores and flowed down broken walls inside the foundation hole." (pages 31-32)

An engineer stated in the September 3, 2002 issue of The Structural Engineer, "They showed us many fascinating slides ranging from molten metal, which was still red hot weeks after the event."

An Occupational Safety and Health Administration Officer at the Trade Center reported a fire truck 10 feet below the ground that was still burning two weeks after the Tower collapsed, "its metal so hot that it looked like a vat of molten steel."

A witness said “In the first few weeks, sometimes when a worker would pull a steel beam from the wreckage, the end of the beam would be dripping molten steel”

The structural engineer responsible for the design of the WTC, described fires still burning and molten steel still running 21 days after the attacks (page 3).

According to a member of New York Air National Guard's 109th Air Wing, who was at Ground Zero from September 22 to October 6, "One fireman told us that there was still molten steel at the heart of the towers' remains. Firemen sprayed water to cool the debris down but the heat remained intense enough at the surface to melt their boots."

A retired professor of physics and atmospheric science said "in mid-October when they would pull out a steel beam, the lower part would be glowing dull red, which indicates a temperature on the order of 500 to 600 °C. And we know that people were turning over pieces of concrete in December that would flash into fire--which requires about 300 °C. So the surface of the pile cooled rather rapidly, but the bulk of the pile stayed hot all the way to December."

A fireman stated that there were "oven" like conditions at the trade centers six weeks after 9/11.

Firemen and hazardous materials experts also stated that, six weeks after 9/11, "There are pieces of steel being pulled out [from as far as six stories underground] that are still cherry red" and "the blaze is so 'far beyond a normal fire' that it is nearly impossible to draw conclusions about it based on other fires." (pay-per-view)

A NY Department of Sanitation spokeswoman said "for about two and a half months after the attacks, in addition to its regular duties, NYDS played a major role in debris removal - everything from molten steel beams to human remains...."

New York mayor Rudy Giuliani said "They were standing on top of a cauldron. They were standing on top of fires 2,000 degrees that raged for a hundred days."

As late as five months after the attacks, in February 2002, firefighter Joe O'Toole saw a steel beam being lifted from deep underground at Ground Zero, which, he says, "was dripping from the molten steel."

Indeed, the trade center fire was "the longest-burning structural fire in history", even though it rained heavily on September 14, 2001 and again on September 21, 2001, and the fires were sprayed with high tech fire-retardands, and "firetrucks [sprayed] a nearly constant jet of water on" ground zero."

Indeed, "You couldn't even begin to imagine how much water was pumped in there," said Tom Manley of the Uniformed Firefighters Association, the largest fire department union. "It was like you were creating a giant lake."


2. What can manipulate columns to allow for the acceleration that NIST has reported (please zero in on their "Stage 2")?


3. What could continued, independent and peer-reviewed FEA of agreed upon IGES models do to resolve these matters thus?

FEA, as you might know, has already been done to support various aspects of supporting the official story (ARA, Purdue etc). Unfortunately, this FEA work has not been handled with due diligence, in my opinion. Have you spoken to anyone at involved in this "FEA" surveying? Has anyone at JREF? Please ask around, I'd really like to compare notes.



Thanks as always for your time, Tom. I look forward to your response. And please tell your JREF "official story truther" friends to keep fighting for that "official story truth".



Best,

Derek - a very young engineer


......Ridicule has become a substitute for Reason.
 
My reply to Derek:

I've sent him a note and asked him to read my reply here.


Derek Johnson said:
Hi Tom!

Again, please go to about the 4:00 mark in this video below:

http://www.youtube.com/watch?v=NqLWudJ5-Z4

And examine where I compare ARA's FEA renderings

I already responded to this in the link I sent you. http://www.internationalskeptics.com/forums/showpost.php?p=5487304
Did you not read it?

I took the time to make some suggestion for you to get this issue answered for you by acknowledged, neutral experts. Did you bother to follow, or even read those suggestions?

Or am I completely wasting my time here?

Derek Johnson said:
I understand that WTC 7 fell at pure free fall acceleration for about 100 (105 from their data) feet.

No, they did not. They fell, not at a "pure" (i.e., constant) acceleration.
They did not fall "at free fall acceleration".

You don't understand about "buckling" failures.

I already responded to this in the link I sent you. http://www.internationalskeptics.com/forums/showpost.php?p=5487304
Did you not read it?

I took the time to inform you how to determine for yourself the fact that this claim is false. Did you take the time to examine the math that I told you about?

Or am I completely wasting my time here?

Derek Johnson said:
How does this happen when you have hundreds of tons of welded and bolted heavy low carbon steel structure in the way? Did Newton's law take a time out?

Tell ya what. Why don't you tell me the failure modes of the structures.
What broke?
WHERE did it break?
Qualitatively, how much energy did it take to break, compared to the potential energy in the structure?

Derek Johnson said:
from NCSTAR 1A pg 45
• In Stage 1, the descent was slow and the acceleration was less than that of gravity. This stage corresponds to the initial buckling of the exterior columns in the lower stories of the north face. By 1.75 s, the north face had descended approximately 2.2 m (7 ft).
• In Stage 2, the north face descended at gravitational acceleration, as the buckled columns provided negligible support to the upper portion of the north face. This free fall drop continued for approximately 8 stories or 32.0 m (105 ft), the distance traveled between times t = 1.75 s and t = 4.0 s.
• In Stage 3, the acceleration decreased somewhat as the upper portion of the north face encountered increased resistance from the collapsed structure and the debris pile below. Between 4.0 s and 5.4 s, the north face corner fell an additional 39.6 m (130 ft).
How do you account for "Stage 2", Tom?

How do you account for Stage 1, Derek?

When things fall as a result of CD or explosives, they do NOT start falling with a slow, sub-g acceleration. They see a "g" level acceleration IMMEDIATELY. Not like a cartoon. Or like Stage 1.

There was not even a "g" level acceleration in Stage 2. The quoted single value is purely an ARTIFACT of the fact that D. Chandler chose to perform a linear interpolation of his velocity data.

And NIST's statements about Stage 2 are slightly wrong. It did not fall at "g". It fell close to "g". Which was Chandler's original claim.

If, instead, you do the analysis correctly, and use the excellent fitting position data, perform 2 derivatives to get acceleration, then you find out that it was NOT a constant acceleration during Stage 2. Plus, you will find that, over that interval, the best integrated average acceleration was about 0.94g.

But it is reasonable to ask "why was the linear interpolation CLOSE to (not equal to) 'g'?"

The answers are:
1. You are seeing the external walls collapse. Not the building. By the time those walls began to collapse, 90% of the internal structure had already collapsed.

2. "That's exactly what properly done engineering analysis would predict in low-story buckling failures of those thin, no-longer-supported walls." The

Derek Johnson said:
Wouldn't hundreds of tons of welded and bolted connections resist a descent at gravitational acceleration?

Who said that there were "100s of tons of bolted & welded connections"?

There were perhaps on the order of 1-10 tons of bolts that needed to be snapped.
There were perhaps on the order of 1-10 tons of weld areas that needed to be snapped.

How much energy would that take? How much energy was available?

There was zero need to fold, spindle or mutilate the columns or beams.

I believe that I asked you a question: What characteristic of the columns & trusses gave the structure as a whole about 80% of its strength? What would happen to a building if it lost this percent of its strength?

Derek Johnson said:
Is it reasonable to accept this report at face value, or is there possibly "more reasonable" explanations?

Nobody has ever asked you to accept anything "at face value". We've extended an invitation to you to do the EXACT OPPOSITE: to discuss the issues in technical detail.

Thus far, it is YOU that has refused to do this. And have accepted a bunch of amateur's opinions "at face value". Perhaps you should decide to provisionally listen to experts. Real experts. I guarantee that you'd learn a bunch.

Derek Johnson said:
I'm with you and many of the JREF forum participants on one thing Tom, I want Al Qaeda to be 100% at fault in all of "this".

No sensible person wants anything but the truth. You are suggesting that adults, serious adults, that live in the real world of real criminals, real terrorists, real law enforcement, real military operations, real aviation, real intelligence, and real engineering analysis are all simply sticking their heads in the sand, and indulging their wishful thinking...

You're way too young to be this patronizing. You gotta put in a LOT more years before you've earned that right, Derek.

Derek Johnson said:
We will get to the molten IRON/FE/STEEL later (have you ever welded, cut steel via oxy-gas torch, tended a forge, cupola or induction furnace, btw?), and thanks for being big enough to admit that perhaps 1/3 of the testimony to the matter is true. Once again, your response to my inquiry was 1/3 of the molten steel testimony was true, 1/3 exaggerated, and 1/3 untrue. Correct?

Completely & utterly wrong.

I took the time to write out a response to this when you phrased it like this before. Did you bother to read my response? Or is this a complete waste of my time?

Derek Johnson said:
Although, again, you have absolutely no basis for these arbitrary numbers, even if only 1/3 are true, you have a problem that you can not and likely will not escape.

I have 35 years of successful project engineering experience on which to base these very, VERY APPROXIMATE generalizations. In 30 years or so, I'll listen to YOUR approximations.

Derek Johnson said:
How in Hades did molten steel, in large quantity, get seen in the clean up? And how did it remain in this curious state considering it was at the earths surface and not miles deep within? What reasonably could do this? Anyone want to try?

I answered this question in some detail in my response to you. It is objectively provable that there was little to no "molten steel".

Did you not bother to read it? Or was my taking the time to respond to you a complete waste of time?

Derek Johnson said:
So, we are still stuck with 3 questions that few at JREF, or anywhere else can answer in ernest:

1. What can render steel molten - if (your speculation is that 1/3 is true, right? - and the hyperlinks will navigate to the media sources) the testimony is true?

There was little or no molten steel. There was likely molten tin, lead & aluminum.

Derek Johnson said:
New York firefighters recalled ...

A NY firefighter described molten steel ...

A public health advisor ...

An employee of New Jersey's Task Force One Urban Search and Rescue ...

The head of a team of scientists ...

According to a worker involved with the organizing of demolition, excavation and debris removal operations ...

None of these people have any expertise in distinguishing molten steel from other metals.

There were ZERO "river of molten metal". This AIN'T "Ghostbusters". WHERE did the solidified rivers of metal go to, Derek?

I explained this in my previous post. Did you bother to read that? Or was it a complete waste of my time?

Derek Johnson said:
An expert stated about World Trade Center building 7, "A combination of an uncontrolled fire and the structural damage might have been able to bring the building down, some engineers said. But that would not explain steel members in the debris pile that appear to have been PARTLY EVAPORATED in extraordinarily high temperatures" (pay-per-view). Note that evaporation means conversion from a liquid to a gas; so the steel beams in building 7 were subjected to temperatures high enough to melt and evaporate them.

Your expert is Dr. Jonathan Barnett.

You do realize, don't you, that the very expert, whose words your are attempting - and failing - to twist, thinks that your stance is utter rubbish.

You do realize, don't you, that Dr. Barnett was the lead author on the FEMA's BPAT on buildings 4, 5 & 6?

And that with Ronald Biederman and Richard Sisson, wrote the famous paper that, contrary to your presentation, does NOT say that any steel "evaporated". Although a cursory, amateur reading of that paper might conclude that it says that steel melted, that is also not true.

You are telling lies. Lies that others have likely told to you. Out of deception or ignorance. Nonetheless, that was THEIR lies. Now you are spreading YOUR lies, Derek. Whether or not intentionally, you are obligated to check your facts.

Derek Johnson said:
2. What can manipulate columns to allow for the acceleration that NIST has reported (please zero in on their "Stage 2")?

Buckling of lower floors.

Derek Johnson said:
3. What could continued, independent and peer-reviewed FEA of agreed upon IGES models do to resolve these matters thus?

I made a suggestion to you in my first response. That you take your contentions to a SEASONED, EXPERIENCED EXPERT, not some wet-behind-the-ears kid, at a structural FEA engineering firm with your objections. And see if that grizzly old bastard has any sympathy whatsoever for your contention that "because the external walls don't look the same, then the entire FEA is flawed".

Depending on your demeanor when you ask the questions, you will either get a pat on the head & an attempt at an explanation, or a short, abrasive laugh & shown the door.

I explained this to you in my last posting. Did you bother reading it? Or was spending the time to compose it a complete waste of my time?

Meanwhile, why are you throwing utterly irrelevant drawing formats at me. Do you think that I'm some ignorant truther that is gonna be impressed that you know the difference between IGES & DXF drawing formats?

Derek Johnson said:
FEA, as you might know, has already been done to support various aspects of supporting the official story (ARA, Purdue etc). Unfortunately, this FEA work has not been handled with due diligence, in my opinion. Have you spoken to anyone at involved in this "FEA" surveying? Has anyone at JREF? Please ask around, I'd really like to compare notes.

I asked you several questions about your FEA model in the post that I wrote to you. Did you bother to read it?

If so, why have you not responded to the questions that I asked?

If not, was my replying to you a complete waste of my time?

Derek Johnson said:
Thanks as always for your time, Tom.

I don't know, Derek. It appears to me that my time was a complete waste. It does not appear that you are "grateful" for it in the slightest. I look forward to your response.

Derek Johnson said:
And please tell your JREF "official story truther" friends to keep fighting for that "official story truth".

Sarcasm and baseless patronizing noted.

No response of mine that is likely to encourage cordial interactions jumps to mind at the moment.


Tom
 
How does this happen when you have hundreds of tons of welded and bolted heavy low carbon steel structure in the way? Did Newton's law take a time out?

from NCSTAR 1A pg 45
• In Stage 1, the descent was slow and the acceleration was less than that of gravity. This stage corresponds to the initial buckling of the exterior columns in the lower stories of the north face. By 1.75 s, the north face had descended approximately 2.2 m (7 ft).
• In Stage 2, the north face descended at gravitational acceleration, as the buckled columns provided negligible support to the upper portion of the north face. This free fall drop continued for approximately 8 stories or 32.0 m (105 ft), the distance traveled between times t = 1.75 s and
t = 4.0 s.
• In Stage 3, the acceleration decreased somewhat as the upper portion of the north face encountered increased resistance from the collapsed structure and the debris pile below. Between 4.0 s and 5.4 s, the north face corner fell an additional 39.6 m (130 ft).

NIST graph
http://img31.imageshack.us/img31/133...efallgraph.jpg

NIST graph without "spaghetti"
http://img40.imageshack.us/img40/471...fallgraphe.jpg

David's and NIST graphs with NIST turned the same way.
http://img34.imageshack.us/img34/5822/graphcompare.jpg

http://s3.amazonaws.com/nasathermali...A_unlocked.pdf

How do you account for "Stage 2", Tom? Wouldn't hundreds of tons of welded and bolted connections resist a descent at gravitational acceleration? How does this occur through the massive "built up" members employed in this buildings construction. Is it reasonable to accept this report at face value, or is there possibly "more reasonable" explanations?

Why is it "truthers" never actually read the reports they criticize?

You should ask him that.
 
I also got the following reply, from none other than David Chandler, to my invitation to the engineers at AE911T to debate the engineering issues.

You can read my offer here: http://www.internationalskeptics.com/forums/showpost.php?p=5487466 .

It is instructive that they apparently still cannot focus with sufficient clarity to distinguish high school physics from structural or mechanical engineering.

Here was his reply:

David Chandler said:
Tom K is a big time JREFer. He seems to be an engineer and he can be very polite when he wants something, like in this invitation, but once he gets into it, he is a typical JREFer. My advice is ignore this invitation.

--David Chandler

My reply is below.

Tom

PS. I would greatly appreciate it if all you "SMALL time JREFers" would kneel in awe & supplication to the SIZE of my JREFerhood.

JREFosity?

JREFness?

I'm asking this "politely".


... this time ...
 
Last edited:
David & AE911T technical,

I see that you got the following from David Chandler regarding my proposal to come & discuss your theories at JREF.

David Chandler said:
Tom K is a big time JREFer. He seems to be an engineer and he can be very polite when he wants something, like in this invitation, but once he gets into it, he is a typical JREFer. My advice is ignore this invitation.
--David Chandler

Of course, David is offering sound, mature, scientifically valid advice... Because everybody knows that the correct steps to engineering understanding are:

1. Publish outside of your field
2. Work in isolation
3. Ignore competent review of your work
4. Declare that anyone who points out flaws in your work must be a bad, politically motivated person.

Does anyone see a little flaw in this argument ...?

You folks (at AE911T) are telling credulous people in the US & around the world that the US government, US engineering community, US academia, US scientific community, US military, US criminal investigative agencies plus dozens of other organizations and tens of thousands of individuals are 1) conspirators before the fact to murder & treason, 2) conspirators after the fact to cover up murder & treason, 3) professional frauds & liars and/or 4) professional incompetents.

And you are continuously doing so while never once having subjected any of your technical work to competent technical review. (And yes, this most assuredly includes the Farrer, Harrit, Jones, et al Bentham paper.)

If you folks at AE911T have the slightest integrity, you will subject your work to competent criticism SOMEPLACE. Whether JREF or some other engineering (not science, not politics) forum.

What does the truth have to fear from vigorous debate? Why do you present ONLY to college campuses & non-engineering venues? Why have you never organized a competent engineering review board to review your work?

Finally, why are 99% of your affiliated "engineers" (I count about 150 in structural or mechanical engineering) completely idle & unpublished?

Here is an opportunity for them to contribute something to the debate.


Regards,

TomK

PS. You have my permission to publish this, if you'd like.

___

To David Chandler:

David,

Let's divide up the two hegemonies regarding your & my disagreements.
1. Nice guys vs. Bad guys.
2. Engineering competence.

When it comes to engineering, I don't care very much about the first. I'll buy the car designed by a competent jerk over a genial incompetent every day of the week. It turns out that lots (not all) of the best engineers in the world are fairly crusty guys in conversation.

So let's skip over that one for now.

You may be a very nice guy, but your WTC7 collapse analysis is simply not competent. You understand balls falling in a vacuum. You do not understand buildings undergoing total collapse.

I tried to - politely - point out some of the errors in your analyses. You even incorporated one of my suggestions: getting rid of aspect ratio errors by using vertical (instead of horizontal) reference scale to measure vertical displacement.

I asked you to publish your raw displacement vs. time data so that it could be reviewed. You have not done so, choosing to only publish velocity vs. time.

I suggested that you perform a competent error analysis, as would be required by any freshman engineering student. None has appeared. And frankly, from your answer, it was not at all evident that you understand what an Error Analysis really is.

My principle gripe with you is over the glaring flaws in your work. My second biggest gripe is your leveraging your position as a high school physics teacher to foist incompetent conclusions onto impressionable young minds.

Of course, the surest way to guarantee that your work never gets critiqued and you never have to correct anything is to avoid all competent review. But considering the potential impact of your conclusions on young minds, how can you possibly feel that a competent review is not ethically, morally, professionally obligatory?

Let me ask you a different question: To whom have you submitted your work for review? Are there any competent, experienced, successful structural engineers (not physicists, structural engineers) in that group? If not, why not?

Perhaps you should not dabble so much in structural engineering (until perhaps you took a few classes in the subject), and instead concentrate on epistemology. And consider what you would think about someone who came to you with their conclusion that all the experts in the field of, say, physics were wrong about falling bodies because they had produced a paper noting that a feather & a rock didn't fall at the same rate. And when you attempted to explain to that person that he was paying attention to simple principles, but ignoring real-world complications made the picture a little more complex. And that those complications did not mean that "Isaac Newton's laws were suspended during his rock/feather experiment".

And what would your response be to that person, if he continuously ignored all of your technical explanations, and repeatedly accused you of lying & professional fraud because you were part of a giant "pro-Newtonian" conspiracy. How long would you would you continue to treat this person gently & respectfully?

Which brings me back to the "nice guys vs. bad guys".

I have a knee-jerk appreciation of teachers & the (underpaid & undervalued) work that they do for kids (& by extension, for society). I had a knee-jerk positive disposition towards you when we first exchanged e-mails, thinking that you were probably a nice guy, physics teacher who was merely way-oversimplifying a complex event. Precisely because you do not understand force versus displacement in buckling-type failures.

You presumed (incorrectly) that my stance was based upon politics. I took offense that you suggested, without addressing the technical points that I made, that I was willing to corrupt my engineering integrity for your fantasies regarding my politics.

Perhaps you consider accusing someone of being a professional fraud & a liar to be "nice" or "polite". I don't.

Subsequently, you made clear your very public accusations against dozens of PhDs in Structural Engineering, Mechanical Engineering, Materials Science, etc. of "fraud" and "aiding & abetting murder & treason". All because of your mistaken belief that engineering is physics. And your belief that a degree in one field provides a depth of understanding of some esoteric aspects of the other.

At that point, I decided that you were not a very nice guy after all.

So, you may continue to avoid competent review of your work. You may continue to post on the internet that those of us who consider your work to be incompetent are shills of the government or liars or perversely argumentative JREF jerks. And you may continue to foist your incompetent trash onto innocent & defenseless impressionable teenagers.

You just cannot do that and still be considered a "nice guy" in my very subjective book.

TomK

PS. And another year has passed since we first exchanged emails. And not one single piece of evidence has been presented by yourself or AE911T or any other "truther" group that has been subjected to, much less withstood, any professional critical review.

How many more years will it take before you produce your first piece of evidence?

I will promise you that, if you do produce a compelling piece of evidence, then I will be one of the folks trumpeting it loudly. I will be on the front lines with pitchforks & lighted torch.

Thus far though, eight years. And nothing of the slightest substance.
 
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Well, I got two new replies from Truthers to report.

The first is from Derek.

I've provided my answer in the post following. I'm not optimistic. It does not appear that he even read, much less thought about, considered or processed any of the statements that I made in my last post to him. Just the same wall of truther nonsense.

Ah well.

Tom
___

Derek's note:

Sounds like Derek and me are thinking in exactly the same direction eh T ?
 
Sounds like Derek and me are thinking in exactly the same direction eh T ?

And that's exactly why only a handful of people here care if he shows up or not. Who cares if his degree in mechanical engineering really does materialize. If we'd get the same answer asking you, then why waste the time talking with Engineer Derek?
 
David & AE911T technical,

You folks (at AE911T) are telling credulous people in the US & around the world that the US government, US engineering community, US academia, US scientific community, US military, US criminal investigative agencies plus dozens of other organizations and tens of thousands of individuals are 1) conspirators before the fact to murder & treason, 2) conspirators after the fact to cover up murder & treason, 3) professional frauds & liars and/or 4) professional incompetents.

And you are continuously doing so while never once having subjected any of your technical work to competent technical review. (And yes, this most assuredly includes the Farrer, Harrit, Jones, et al Bentham paper.)

If you folks at AE911T have the slightest integrity, you will subject your work to competent criticism SOMEPLACE. Whether JREF or some other engineering (not science, not politics) forum.

It is really hard to take what you are saying here seriously as one would have to think that the NIST performed a stringent review of David Chandler's work on the acceleration of WTC 7. Afterall they revised their report agreeing with him that there was 2.25 seconds of freefall acceleration, and nobody admits a mistake without heavy scrutiny of the criticism which caused them to admit to the mistake.
 
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One would have to think that the NIST critiqued David Chandler's work on the acceleration of WTC 7 as they revised their report to show there was 2.25 seconds of freefall acceleration.
That "one" is you, right?
 

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