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An email from a Conspiracy theorist, and I have no idea how

At least you get something from a "structural engineer." I'm still receiving hatemail on Facebook and I have to laugh at some of them because the twoofers can't string a sentence together and yet they claim they have the answers!

Anyhow, like TAM said, ask for his degree and where he graduated from. If he gives you the name of anywhere, check to see if it's a Diploma Mill
http://en.wikipedia.org/wiki/Diploma_mill
:)

I've been involved in quite a few 9/11 Discussions on Facebook. The one I really remember was a thread with a title of something along the lines of "9/11 debunker's, come out or shut up." I missed the first few days of the thread, so several posts were already made and several of those posts included false claims. I quickly wrote a response that took up about 3 Facebook entries, and a few hours later someone deleted the thread :( I messaged all of the admins of the group and all of them said they didn't delete the thread...so the only other person who could have deleted it is the person who originally made the post, unless the admins lied.:)

A few others were pretty interesting. I'm so used to posting here around several educated debunker's that I was surprised to see the idiocy on Facebook. Oh well, I never got any mean messages :)
 
????? Any opinions??

Yes, but I can't post them here because of rule 8.

After the plane strike the buildings were what's called a chaotic system. I did have a think about trying to explain that but I don't think I'll bother to be honest. you'll just have to take my word for it that the most important property of chaotic systems is that a very small change in the initial conditions (the position of the plane strike. The scale of the fire and the distribution of mass above the weakened section) produces a very large change in the final state of the system, in this case the building. The probability of the buildings collapsing vertically is vanishingly small because there are very many more ways for it to topple sideways that the one vertical collapse.

The conclusion doesn't follow from the premises. He's saying, in effect, that the behaviour of the collapse was unpredictable because it was chaotic (itself not true, as Myriad and BillyRayValentine pointed out), therefore he can predict how the collapse should have proceeded. He hasn't justified his statement that there were "very many more ways for it to topple sideways" either. Basically it's an argument from incredulity.

I suggest you just block his e-mails. If he wants to debate on a public forum, that's a different matter, but there aren't exactly any lurkers to convince in an e-mail exchange.

Dave
 
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What you are overlooking is that the chaotic system you describe has an attractor. I thought about explaining what an attractor is, but I don't think I'll bother.

If you stop and think about it, 9/11 truth is a chaotic belief system with a strange attractor. . .



(rimshot)
 
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Can someone give me a few good smackdowns here to mix around my answers? I'd really like to get rid of him (Without blocking).

And someone more clever. I know what is wrong with his arguments, but I cannot phrase it as beautiful as you lot.

An attractor is defined to be a point in a dynamical system where a moving object does not move from even if it is perturbed. In this case the attractor is the ground in it's entirety - not just the base of the building.

I've just re watched the videos and I can't see any core. There's a good shot from the side where the wind blows the dust away from the camera and I really can't see a core. Presumably if the core had blown over there would be more sticking up from the wreckage than there was (you can tell me how high the wreckage was - 4 floors?)

I was suggesting you use your brain and imagine what would happen if the base of your cardboard box was strong enough not to fail. You're honestly telling me that a mass attached to a string makes a better analogy than a box? Come on man, you can do better than that.

you said yourself that the wtc was 95% office space. Regular offices may contain computers, desks and staplers but generators and canisters? I don't think so. Why would the offices in one of the biggest cities in the world need canisters?

I repeat: Why 7 and not 3, 4, 5 or 6 which were closer to the twin towers?

Who's going to take legal data from a wreck like this? any data recovered from a hard drive is going to incomplete and not reliable enough to be used for a legal purpose, like proving someone owes you money for example. Thats not to mention paper records at all.

What are you saying? You really aren't that clever? You don't come across that way (most of the time )

More questions - what about the pulverised dust? No mechanism for the production has been proposed (apart from a bomb). What about the squibs? what about the fact the NIST report is based on analysis of just over 200 pieces of debris. Where did the rest go?
 
I repeat: Why 7 and not 3, 4, 5 or 6 which were closer to the twin towers?

He said he was an engineer ? He should understansd that low buildings don't react like tall ones. Also, he might note that none of those are still standing.
 
Can someone give me a few good smackdowns here to mix around my answers? I'd really like to get rid of him (Without blocking).

Just tell him he's right. Tell him he's convinced you. You feel stupid for having been so blind.

Then encourage....no.. INSIST that he produces a document setting out in the clear, concise and informed language he has used so far, the truth behind the wtc towers collapse. INSIST that he must send it to every professional body representing architects, structural engineers and demolition experts both in the US and overseas. Tell him you're with him and that you've heard about this email from a guy called mike who was an EMT in NYC at the time of the crime.

Reiterate, he MUST come forward with his evidence and stand shoulder to shoulder with the common decent folk (wipes away a tear) around the world who are enslaved by this fiendish deception by the powers that be and the worlds media. HE CAN DO NO LESS!! And if those professional bodies fail to publish it, or in the (un)likely event that they tear it to shreds with reasoned argument, he must take a stand against them and resign whatever membership he holds. He must withhold tax from the evil government and state publicly his intent to see them overthrown!!!

Viva la revolucion!!!!
 
And he replies!
????? Any opinions??

Part of your response should be:

"What a pointless example. A building is a far more complicated system than a cardboard box."

Since that was his criteria for deeming your rope example "pointless".

ETA: As far as the box "tipping over", I guess that would explain why every time I try to stand on a cereal box, the box falls to one side and I slide off....oh wait...

Also, if this guy is an engineer, why is he so secretive with his qualifications? His definition of an attractor sounded very much copied & pasted to me.
 
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I am a structural engineer specialized in shipbuilding. I have inspected many ships built of steel damaged by fire and overload of various kinds. None of these ships or their structures has ever collapsed by fire. Deformed, yes. I have some observations regarding the WTC2 collapse that may be of interest:

The NIST NCSTAR 1-6D report suggests that the WTC2 collapse was due to the following:

"Buckling of East Wall and Collapse Initiation

With continuously increased (sic) bowing and axial loads, the entire width of the east wall buckled inward. The instability started at the center of the wall and rapidly progressed horizontally towards the sides. As a result of the buckling of the east wall, the east wall significantly unloaded, redistributing its load to the softened core through the hat truss and to the south and north walls through the spandrels ( …). The section of the tower above the buckled wall suddenly moved downward, and the building tilted to the east ( …).

The section of the building above the impact zone tilted to the east and south (observed at about 7° to 8° to east and about 3° to 4° to south, …) as column instability progressed from the east wall to the adjacent south and north walls. The release of potential energy due to downward movement of the building mass above the buckled columns exceeded the strain energy that could be absorbed by the structure. Global collapse ensued (sic)."

According to other NIST reports the total mass above was supported as follows:

50% - by the 47 core columns.
12.5 % - by the south wall columns (abt 80)
12.5% - by the east wall columns (abt 80)
12.5% - by the north wall columns (abt 80)
12.5% - by the west wall columns (abt 80).

About 80% of the wall and core columns were intact after first impact according NIST and the tower structure carried the mass above. Then there were fires in the office spaces between the core and the outer walls. The outer wall columns were always cooled by fresh air so they were unaffected by the heat.

We are told that the east wall, that carried 12.5% of the mass above, buckled inward due to axial loads some minutes before the collapse, which BTW are constant and not increasing, as suggested. The buckling deformation is not big as there is still some support from floors inside.

We are then told that the east wall significantly unloaded but not how much. Let's say that 50% of the load on the east wall that originally carried 12.5% of the total mass above, i.e. 6.25% of the total mass above is now redistributed to (i) the core, and to the (ii) south and (iii) north walls through connecting structure.

So 6.25% of the total mass above is redistributed. What happens?

Say that 50% of that or 3.125% of the total mass above is redistributed to the core; it will then carry 53.125% of the total mass above. Thus the load on the core increases 6.25% after the alleged redistribution.

We are told that the core is 'softened' which is not scientific but maybe it was affected by heat. However, half of the core columns were far away from any fires so they could hardly have been affected. But as the core columns had resisted the fire so far, a load increase of 6.25% due to redistribution could not make the core collapse!

25% of the redistributed load or 1.5625% of the total mass went into the south and north walls respectively that now each carries 14.0625% of the total mass above. Thus the load on the south and north walls increased 12.5%. These walls were not affected by fire as they were cooled by fresh air. There were some damage to the south wall, but again it did not collapse at impact, so a load increase of 12.5% will make little difference. No deformation of any kind is seen on the north and south walls after redistribution.

Global collapse could therefore not ensue due to such load distributions because there were too much redundancy and safety factors built into the outer wall columns (wind, lateral loads, etc) and also in the core columns. You could maybe expect further deformations of structure finding a new equilibrium and the tower may have tilted a little and stopped in that position but sudden global collapse is impossible due to the alleged load distribution!

Actually there is no evidence of any sort for the statement "Global collapse ensued". It is only wishful thinking by incompetent and/or complacent NIST engineers. They know that no steel skyscraper has ever collapsed due to fire!!

So what happened? Controlled demolition, CD, from top down? It seems that WCT 2 47 off core columns were damaged first, as the tower actually falls in its own footprint. The outer wall columns break afterwards like spaghetti by the floors being pulled down by the core columns. It seems that the core columns were broken by CD at every 10th floor, or so. NYFD staff noted these explosions, bang, bang, bang just before collapse ensued.

It would have been very easy to recover all the bits of the core columns from the rubble and assemble them on a 400 meter long field to verify (a) in how many parts each column split during collapse and (b) how the surface of the broken areas looked like. CD would probably have cut of the core columns sideways to dislocate them so that they could just drop down pulling other structure with them. Alternatively complete pieces of core columns were blown away. In either case a forensic examination of the core columns would have explained the collapse. If the collapse was due to release of potential energy overstraining the core pillars, the broken areas would look completely different. But as no complete forensic examinations were done for unknown reasons we must find other means to establish the real cause of the collapse. Easiest is of course a complete re-hearing of the case by a competent law court.
 
I am a structural engineer specialized in shipbuilding. I have inspected many ships built of steel damaged by fire and overload of various kinds. None of these ships or their structures has ever collapsed by fire.

Correct me if I am wrong, but isn't the correct but isn't the correct term here "sank?"

Are you saying that no steel ship has ever sank due to fire?
 
Heiwa, hypotheticly, what would happen to the critical buckling load of an exterior column if two adjacent floors start to sag?

In other words, if the sagging floors are no longer pinning the columns laterally, the effective length of the column will increase by a factor of 3.

What is the new value of the critical buckling load of the resulting three story column expressed as a percentage of the original resistance to buckling?

What would the percentage be if 4 adjacent floors sag or become disconnected?
 
Correct me if I am wrong, but isn't the correct but isn't the correct term here "sank?"

Are you saying that no steel ship has ever sank due to fire?

How could I have inspected them if they sank? One was on fire for five days in port. Didn't sink. But plenty of deformations of steel structure - but no collapses!
 
Besides, aren't ships a wee bit different in construction than skyscrapers?

I'd like to see how well even WTC 7 would float.
 
Heiwa, hypotheticly, what would happen to the critical buckling load of an exterior column if two adjacent floors start to sag?

In other words, if the sagging floors are no longer pinning the columns laterally, the effective length of the column will increase by a factor of 3.

What is the new value of the critical buckling load of the resulting three story column expressed as a percentage of the original resistance to buckling?

What would the percentage be if 4 adjacent floors sag or become disconnected?

It is OT. I am only discussing load redistribution. And to keep it simple the structure consisted of only five structural column members - one core (subject to heat) and four outer walls (cooled by fresh air) - albeit kept together by floors. But I doubt very much that the floors sagged due to heat. Wishful thinking. I think most heat was vented away with the smoke and cooled by fresh air sucked in through all open windows.
It is a pity the core columns were not examined after the collapse.
 
How could I have inspected them if they sank? One was on fire for five days in port. Didn't sink. But plenty of deformations of steel structure - but no collapses!


So then you freely admit that your experience in this matter is heavily biased toward structures that did not fail, since it is probable that a ship fire where the structure DID fail would result in the ship’s sinking.
 
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So then you freely admit that your experience in this matter is heavily biased toward structures that did not fail, since it is probable that a ship fire where the structure DID fail would result in the ship’s sinking.

BTW, care to take a shot at answering my questions?

Of course I have also seen (ship) steel structures that failed due to overload, fatigue, corrosion, incorrect design, welding, faulty material, etc. My job is to find out why! The NIST reports are rubbish in this respect.

Better you answer your OT questions yourself. I do not see them relevant.
 

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