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reasonwhy
We definitely need a new investigation. NIST did not even have the floor plans for the floors simulated in WTC 2.



QUOTE
APPENDIX A
FLOOR PLANS

The following pages contain the architectural plans for floors 92 through 99 of WTC 1 and 78 through 82 of WTC 2. The plans for WTC 1 were provided by Marsh & McLennan, and the drawings shown here are electronic renderings of the original plans. Only the 78th floor plan was available for WTC 2. The basic layout from the 78th floor was used for the higher floors with adjustments made to the elevators, vents and major partitions based on recollections of floor occupants.




They made the following from recollections of floor occupants. Whoever did this must not have realized the 20 plus by 30 plus stairwell is right were NIST claims the trusses pulled-in the floor. Plus there appears to be walls right in the middle of the zone.
User posted image
Larger photo


NISTNCSTAR1-5F appendix A page 128

User posted image
Larger photo

User posted image
Larger photo


Figure A–34. Vertical displacement of WTC 2 Floor 81 for Case Ci temperature condition at 60 min (downward displacement is negative; 5x displacement magnification).
NISTNCSTAR1-6d page 358

User posted image
Larger photo

This is one placed on top of the other. The stairs are circled in red. The stairs are right in the middle of the largest ( and only) displacement. laugh.gif

So, how do the trusses pull-in the walls when the are really stairs? biggrin.gif

The Stairs are from the 77 to the 83 floor (the middle of the impact and pull-in zone).

The stair headers, in the just released blueprints, show they are double trussed and boxed-in with gypsum board along with spray on fireproofing.
adoucette
QUOTE (reasonwhy+Mar 30 2007, 11:03 PM)
We definitely need a new investigation. NIST did not even have the floor plans for the floors simulated in WTC 2.


Only if you want to WASTE money.

There are STILL trusses where those stairs are, what do you think is holding up the FLOOR?

laugh.gif

There MIGHT be some MINOR modification to one small section of a truss where the stairway passes through the floor, but the IMPACT of such a small change is MINIMAL.

Way to go, RW, you REALLY have shown how DESPERATE you've become.

PS where did you find floor layouts of WTC 2? I thought only WTC 1 had been released.

Arthur
reasonwhy
QUOTE (adoucette+Mar 30 2007, 08:44 PM)
Only if you want to WASTE money.

There are STILL trusses where those stairs are, what do you think is holding up the FLOOR?

laugh.gif

There MIGHT be some MINOR modification to one small section of a truss where the stairway passes through the floor, but the IMPACT of such a small change is MINIMAL.

Way to go, RW, you REALLY have shown how DESPERATE you've become.

Arthur

You have never built anything in your life, have you? laugh.gif

A SIX STORY BENDING stairway would cut many trusses per floor. Anyone (except an OCT believer) can see from the information I posted. biggrin.gif
adoucette
Nope,

Only where it goes through the floor, which if angled correctly would have MINIMAL impact on the trusses.

But the POINT is these stairways would have ALMOST NO IMPACT on the overall structural response of the towers.

Again, its simple DESPERATION on your part to claim that WE NEED A NEW INVESTIGATION BECAUSE NIST LEFT OUT A SET OF STAIRS.

Or

IF ONLY NIST HAD PUT THOSE STAIRS IN, THEN THE TOWERS WOULD HAVE NOT COLLAPSED.

I mean its LAUGHABLE to think this NIT would have any impact on the OVERALL RESULTS.

Arthur
lozenge124
QUOTE
This thread and my replies aren't for dimwitted CT'ers anyway. They have clearly shown that they aren't interested in the truth. Its for those who ARE interested in learning and that read this thread to gain understanding, that I post for.


Right, everyone who doesn't buy the NIST report is a dimwit, and yet you cannot point to a single independent evaluation of the NIST report by any kind of authority. Based on the unique fact that the NIST report is "EXTENSIVE" you feel justified in lobbing insult after insult at anyone who posts any critique of it in this forum.

It doesn't take an unfathomable amount of resources to intelligently comment about the NIST report. Anyone with half a brain can read the "global collapse ensued" paragraph and raise legitimate concerns. Jim Hoffman has written an excellent critique which he presented at the "Lifting the Fog" conference:
http://www.archive.org/details/liftingthef..._11_11_session3 (video)
http://911research.wtc7.net/essays/nist/index.html (text)
http://911research.wtc7.net/talks/collapse/index.html (slides)

Even though I don't necessarily agree with everything there, it is a solid presentation and deserves more than a cursory backhand remark about "KOOKS".
I wish I could point to something similar coming from someone who supports the NIST position, but unfortunately it doesn't seem to exist.

In reading your posts here they mostly consist of disparaging remarks about "Troothers", the word "YAWN", and various emoticons. Occasionally you post something interesting, but mostly you let your emotions take over going all gaga over anything with an official stamp on it, and automatically spamming the board with negative comments as soon as something appears contrary to your beliefs. I suggest you start learning how to dispassionately evaluate scientific data without clouding your judgment with preconceptions.

So keep on posting your biggrin.gif , keep on defending NIST's unwillingness to share its data, keep on critiquing the 911 truth movement for failing to produce a peer reviewed paper (even though you can't find a single one defending the NIST report), we all know now how thin the ice you are standing on really is.
reasonwhy
QUOTE (adoucette+Mar 30 2007, 08:59 PM)
Nope,

Only where it goes through the floor, which if angled correctly would have MINIMAL impact on the trusses.

But the POINT is these stairways would have ALMOST NO IMPACT on the overall structural response of the towers.

Again, its simple DESPERATION on your part to claim that WE NEED A NEW INVESTIGATION BECAUSE NIST LEFT OUT A SET OF STAIRS.

Or

IF ONLY NIST HAD PUT THOSE STAIRS IN, THEN THE TOWERS WOULD HAVE NOT COLLAPSED.

I mean its LAUGHABLE to think this NIT would have any impact on the OVERALL RESULTS.

Arthur

You are to funny.

I will wait for your fellow oCT'ers to agree with you before I PROVE what BS you are trying to make people believe.

laugh.gif laugh.gif laugh.gif
adoucette
QUOTE (reasonwhy+Mar 31 2007, 12:08 AM)
You are to funny.

I will wait for your fellow oCT'ers to agree with you before I PROVE what BS you are trying to make people believe.

laugh.gif laugh.gif laugh.gif

Bring it on.

laugh.gif

Arthur
reasonwhy
QUOTE (adoucette+Mar 30 2007, 08:44 PM)

There are STILL trusses where those stairs are, what do you think is holding up the FLOOR?

laugh.gif

Arthur


SIX FLOORS OF STAIRS STILL HAVE TRUSSES?

This is a classic Arthur statement. laugh.gif

What do you think I am referring to , the Winchester House?

user posted image
adoucette
QUOTE (lozenge124+Mar 31 2007, 12:04 AM)

Right, everyone who doesn't buy the NIST report is a dimwit, and yet you cannot point to a single independent evaluation of the NIST report by any kind of authority.

laugh.gif

People don't write peer reviewed papers in support of other papers.
What's the point?

Dr Such and Such
On why I thing Dr So and So's work is just Dandy.

laugh.gif

What they WILL DO is write peer reviewed papers when they DISAGREE with something and have evidence to back it up.


As to the rest.

Well I've been here pointing out the TRUTH to dimwits for almost 2 years now.

What I find is quite funny is that while ALL of the original reasons that Truthers were CONVINCED that the towers had been felled by CD have been shown to be FALSE, they are apparently JUST AS CONVINCED now but for a whole NEW set of reasons.

So what is it, they think they STUMBLED into the right answer but for the wrong reasons?

So we keep slogging through it, and as each CT'er myth gets shown for what it is, a myth, they come up with a NEW angle.

Which means they CLEARLY have an ALTERIOR MOTIVE FOR WANTING PEOPLE TO BELIEVE the towers were brought down by ANYTHING OTHER THAN THE PLANES.

ANYTHING.

Suitcase Nukes will do.
Space Beam Weapons will do.
Pre Built in Explosives will do.
Tons of Thermate will do.

It clearly appears that ANY THEORY is acceptable to "troothers" as long as it means the towers fell for ANY OTHER REASON than the planes and the fires.

ANY THEORY

I mean if the issue of CTers trying DESPERATELY to deflect blame from Atta and Company WASN'T SERIOUS it would be LAUGHABLE.

Arthur
adoucette
QUOTE (reasonwhy+Mar 31 2007, 12:29 AM)

SIX FLOORS OF STAIRS STILL HAVE TRUSSES?

This is a classic Arthur statement. laugh.gif

What do you think I am referring to , the Winchester House?


Except putting a header on ONE member of a floor truss would give you a 6' 8" opening to put your stairway though.

Just one, and there were 30 of these on the long side of the tower.

Big woop.

Arthur
Chainsaw,
QUOTE (adoucette+Mar 31 2007, 05:48 AM)
Except putting a header on ONE member of a floor truss would give you a 6' 8" opening to put your stairway though.

Just one, and there were 30 of these on the long side of the tower.

Big woop.

Arthur

So the natural conclusion is that a chimney effect in the stair well, lead to the stair wells collapse pulling in the trusses to which it was attached and that supported it.
Stair wells tend to make a section weaker not stronger!
When the stair get hot enough and collapse they pull the trusses down with them do to the gravitational PE stored in the stairs structure! DA.

I just got though reinforcing a stair well with a huge log, to support the weight of a hot tub on the second floor in a house. the stair well made the place where they were setting the hot tub to weak to support the weight unaided.
Palpatane
QUOTE (reasonwhy+Mar 30 2007, 10:03 PM)
The stair headers, in the just released blueprints, show they are double trussed and boxed-in with gypsum board along with spray on fireproofing.

As if any of that would have survived the shock of the impact and the torsioning of the builidng by the impact.
Palpatane
QUOTE (Daru+Mar 30 2007, 02:09 PM)
Just for the record; I am a construction worker.

Now, the Nist report dont show the wtc blueprints... Nist report dont show or explain the structure in detail.  That is what it is all about:  Release the orginal blueprints in every detail immediatly! Period.

Frankly speaking it is like this:

"The blueprints to the Twin Towers and Building 7 remained off-limits to the public for more than five years after the attack, despite the fact that the buildings were built with public money and that the engineering drawings of public buildings are supposed to be public information.
...
In March of 2007, an extensive set of detailed architectural drawings of the World Trade Center became public through the actions of a whistleblower. The 261 drawings included detailed plans for the North Tower (WTC 1), the World Trade Center foundation and basement, and the TV mast atop the North Tower.
...
The drawings contain a wealth of detail about the buildings, including the dimensions of structural members such as the core columns
(Jim Hoffman)

Now, does people really belive that this is all the wtc blueprints ??

Of cource not!  I know this very well.  It is just a part of the orginal blueprints.



So, what part of the structural design are you confused about? NIST has released the details of the trusses, the exterior connections, the angle clips.

They have included typical framing plans for the floors and the cores.

What specifically are you looking for?
Grumpy
lozenge124

QUOTE
Jim Hoffman has written an excellent critique which he presented at the "Lifting the Fog" conference:
http://www.archive.org/details/liftingthef..._11_11_session3 (video)
http://911research.wtc7.net/essays/nist/index.html (text)
http://911research.wtc7.net/talks/collapse/index.html (slides)


Jim Hoffman has written a hatchet piece full of the same ol' crap that has been coming from the troother movement since Dr. Jones decided cold fusion wasn't going to pay the bills.

Example(from the conclusions section).

"That the collapses of WTC 1, 2, and 7 are the only examples of total progressive collapse of steel-framed structures in history. "

They were not, but they were the only buildings in history attacked by 125 ton "cruise missiles" in the form of fully loaded 757s at 500 mph.


"That those collapses were gravity-driven despite showing all the common physical features of controlled demolitions. In the cases of the Twin Towers, those features included the following:"


"Radial symmetry: The Towers came straight down, blowing debris symmetricaly in all directions."

True enough, but with each floor covering an acre of area one would not even notice any sideways vector, it would still appear to fall more or less straight down.

"Rapid descent: The Towers came down just slightly slower than the rate of free-fall in a vacuum."

True, if one part in three is "slightly".

"Demolition waves: The Towers were consumed by synchronized rows of confluent explosions."

Absolute and total BS. No explosive residues, devices or cut beams were found. In fact, no evidence of explosives was found anywhere on the WTC site.

"Demolition squibs: The Towers exhibited high-velocity gas ejections well below the descending rubble."

Again, absolute BS. Puffs of escaping air are not explosives.

"Pulverization: The Towers' non-metallic components, such as their concrete floors, were pulverized into fine dust."

Absolute and total BS, very little of the 1.6 million tons of floor debris removed from the towers footprints was fine dust, large slabs of concrete from the floors are visible in many photos along with rock sized pieces.

"Totality: The Towers were destroyed totally, their steel skeletons shredded into short pieces, most less than 30 feet long."

Absolute and total BS. The frames fell over virtually intact, failing mainly at the welds and bolted joints. Large sections are laid out like the peels of some humongous banana in pieces that look undamaged. Most of the single pieces were EXACTLY 30 feet long, having failed at their welds.

Hoffman is just regurgitating the "troother" mantras to a conference of like minded individuals who payed him considerable sums to speak supportive words, not truth. And the truth, in it's simplest form is...


Planes hit buildings, buildings fall down(go boom, my neice adds)

And most of the people who witness that day do not need NIST to tell them what they saw, NIST just examined the details of the above fact.

Grumpy cool.gif
Palpatane
Hey, lozenge124, have you ever published in a peer reviewed scientific journal?

If so, can you provide a reference to it?
einsteen
The absurdity of the OCT is that even if the building got 1000 stories the collapse will be a complete one.
Palpatane
QUOTE (einsteen+Mar 31 2007, 09:31 AM)
The absurdity of the OCT is that even if the building got 1000 stories the collapse will be a complete one.

Given a comparable structural design, damage and fire, why not?

Grumpy
einsteen

QUOTE
The absurdity of the OCT is that even if the building got 1000 stories the collapse will be a complete one.


If it had been a 1000 story building the collapse would have been even MORE certain, due to the increase of energy of the falling floors. If there was more energy than required after only one story of fall(and there was by an order of magnitude) then the further the fall, the higher the energy and the greater the overabundence vis a vis that required to continue the collapse.

Isn't physics a wonderful thing.

Grumpy cool.gif
beck.charles_m
To the members of the forum,

some time ago I have posted a research paper on collapse of world trade center 2 from the perspective of an avalanche propagating in an one-dimensional structure of known mass density.
I solved the problem as a theoretical problem in classical mechanics and wrote a research report that I published on-line at arxiv depository of physics papers. Search for physics/0609105 on google will give you the links.

The title of the paper is "Cherry Tree vs. Crêpes Suzette: Global Model of Collapse of WTC 2," and it was published in subject class Popular Physics; Physics and Society. In it I deconstruct misleading assumption of Prof. Zdenek Bazant put forth in his publication in J. of Engineering Mechanics (ASCE), namely, that the avalanche that was formed in the primary, or impact zone, was opposed to by the reaction force of the floors (as an object stretching from central core to the perimeter columns) rather than the central core. The original thesis of the paper is that the building has to be looked upon as a tree, where floors are the branches and the central core is the trunk. Thus, the collapse of the building requires the collapse of its central core.
The basic result of the paper is that in WTC 2 even if we assume maximal physical damage, that is, as if those 8 floors lost its load bearing ability completely (but not its mass) this is not sufficient to cause the building to collapse. More precisely, as the calculation indicates, depending whether we consider elastic or inelastic model of propagation of the avalanche, the secondary zone of the building (one below impact zone) has to loose between 50% (in elastic) and 75% (inelastic) of its load bearing capacity. This is in direct contradiction to NIST report, see its Sec. 6.14, which on one hand states that "the structure below was intact," and on the other, when they talk about the finite element modeling of the plausible collapse sequence, say that the building had to suffer damage in order for collapse to really happen.

The paper deals with collapse in WTC2 because if the WTC's really collapsed as presumed, WTC2 was more susceptible to avalanche: the core of the avalanche was almost one third of the building.
In WTC1 that was roughly 1/10th of the building. Now, if, as I have shown, WTC2 could not have collapsed without additional damages delivered through the building, then the collapse of WTC1 under the similar conditions is a moot point. It did not happen.

In light of that, a discussion whether damage to the primary zone was sufficient for those floors to collapse is, again, a moot point. For building to collapse to the ground it is not sufficient that 7the central core has lost its load bearing capacity over a stretch of seven floors. This makes the debate about initiation of collapse that seems to permeate news media and discussion groups irrelevant to the question of collapse of the building to the ground.

As of now, I have put the paper at arxiv.org. A longer version is submitted to American Physics Journal, and the short one to the Journal of Mechanical Engineering (ASCE). Comments and critiques are welcome - no rants please. In particular, I am looking for comments that would improve the quality of the paper.

Please drop me a note at beck.charles_m@yahoo.com.

Cheers,
Charles M. Beck
Palpatane
QUOTE (beck.charles_m+Mar 31 2007, 10:30 AM)


To the members of the forum,

some time ago I have posted a research paper on collapse of world trade center 2 from the perspective of an avalanche propagating in an one-dimensional structure of known mass density.
I solved the problem as a theoretical problem in classical mechanics and wrote a research report that I published on-line at arxiv depository of physics papers. Search for physics/0609105 on google will give you the links.


That’s fine and dandy, but this is more of an engineering problem than physics.

You have completely ignored the interdependence of the various components of the structure.

QUOTE (beck.charles_m+Mar 31 2007, 10:30 AM)


The title of the paper is "Cherry Tree vs. Crêpes Suzette: Global Model of Collapse of WTC 2," and it was published in subject class Popular Physics; Physics and Society. In it I deconstruct misleading assumption of Prof. Zdenek Bazant put forth in his publication in J. of Engineering Mechanics (ASCE), namely, that the avalanche that was formed in the primary, or impact zone, was opposed to by the reaction force of the floors (as an object stretching from central core to the perimeter columns) rather than the central core. The original thesis of the paper is that the building has to be looked upon as a tree, where floors are the branches and the central core is the trunk. Thus, the collapse of the building requires the collapse of its central core.


A tree is not hollow.

A tree trunk is not dependent on its branches for its lateral stability.

The ability of the building to support itself is dependent on ALL of its structural elements, especially so with the WTC towers.

QUOTE (beck.charles_m+Mar 31 2007, 10:30 AM)

The basic result of the paper is that in WTC 2 even if we assume maximal physical damage, that is, as if those 8 floors lost its load bearing ability completely (but not its mass) this is not sufficient to cause the building to collapse. More precisely, as the calculation indicates, depending whether we consider elastic or inelastic model of propagation of the avalanche, the secondary zone of the building (one below impact zone) has to loose between 50% (in elastic) and 75% (inelastic) of its load bearing capacity. This is in direct contradiction to NIST report, see its Sec. 6.14, which on one hand states that "the structure below was intact," and on the other, when they talk about the  finite element modeling of the plausible collapse sequence, say that the building had to suffer damage in order for collapse to really happen.


So what happens to the core of the building once the floor slabs are stripped away? Without the lateral stability provided by those slabs, would the core have been capable of standing on its own even without the random lateral forces imparted to it by the collapse?

You seem to be implying that the core could have supported the entire weight of the top of the structure even though the core was damaged by the airplane impact.

Once a floor began to collapse, how could the core have been able to "receive" the loads of the falling mass?

These are engineering problems, not physics. however, if you don’t address them, your paper has no practical meaning.

QUOTE (beck.charles_m+Mar 31 2007, 10:30 AM)

As of now, I have put the paper at arxiv.org. A longer version is submitted to American Physics Journal, and the short one to the Journal of Mechanical Engineering (ASCE). Comments and critiques are welcome - no rants please.  In particular, I am looking for comments that would improve the quality of the paper. 



Let us know how that works out for you m’kay?
Palpatane
QUOTE (beck.charles_m+Mar 31 2007, 10:30 AM)
Comments and critiques are welcome -

OK, you state:

QUOTE
while the reaction force of the core is at least such that at any height it can carry the weight of the building above.


As I understand it, The core was only designed to support 50% of the building loads, not all of them as you seem to be implying.


Yep, that is what your problem is all right.

QUOTE (->
QUOTE
while the reaction force of the core is at least such that at any height it can carry the weight of the building above.


As I understand it, The core was only designed to support 50% of the building loads, not all of them as you seem to be implying.


Yep, that is what your problem is all right.

This said, the reaction force we proposed in Eq. (7) allows us to incorporate the behavior of the core of the building, which in the case of WTC 2 did carry most of the floors weight and their load and was the largest weight itself, while the perimeter columns offered some limited support.


The floor slabs were supported by the trusses which spanned from the core to the exterior, thus the loads were supported equally by the core and the exterior. Otherwise, the floor trusses would have been cantilevered out from the core, which they clearly were not.

Furthermore, the hat truss at t he top of the building served to tie the loads from the exterior and the core together.


In addition, and much more importantly, is the role that the floor slabs and exterior walls played in providing lateral stability to the core columns. without the floors and exterior walls, the core was inherently unstable.

Capracus
Sign me up for the Truth movement, Rosie O'Donnell says 9/11 was an inside job.
Palpatane
QUOTE (Capracus+Mar 31 2007, 12:11 PM)
Sign me up for the Truth movement, Rosie O'Donnell says 9/11 was an inside job.

Who cares what she thinks.



David B. Benson
Charles M. Beck --- A quick check of NIST's NCSTAR1-6D will enable you to determine that for WTC 1, the average DCR for surviving columns in the south half of the core was about 2. This is surely sufficient for inelastic behavior such as column buckling and connection failure.
Chainsaw,
QUOTE (beck.charles_m+Mar 31 2007, 04:30 PM)
To the members of the forum,

some time ago I have posted a research paper on collapse of world trade center 2 from the perspective of an avalanche propagating in an one-dimensional structure of known mass density.
I solved the problem as a theoretical problem in classical mechanics and wrote a research report that I published on-line at arxiv depository of physics papers. Search for physics/0609105 on google will give you the links.

The title of the paper is "Cherry Tree vs. Crêpes Suzette: Global Model of Collapse of WTC 2," and it was published in subject class Popular Physics; Physics and Society. In it I deconstruct misleading assumption of Prof. Zdenek Bazant put forth in his publication in J. of Engineering Mechanics (ASCE), namely, that the avalanche that was formed in the primary, or impact zone, was opposed to by the reaction force of the floors (as an object stretching from central core to the perimeter columns) rather than the central core. The original thesis of the paper is that the building has to be looked upon as a tree, where floors are the branches and the central core is the trunk. Thus, the collapse of the building requires the collapse of its central core.
The basic result of the paper is that in WTC 2 even if we assume maximal physical damage, that is, as if those 8 floors lost its load bearing ability completely (but not its mass) this is not sufficient to cause the building to collapse. More precisely, as the calculation indicates, depending whether we consider elastic or inelastic model of propagation of the avalanche, the secondary zone of the building (one below impact zone) has to loose between 50% (in elastic) and 75% (inelastic) of its load bearing capacity. This is in direct contradiction to NIST report, see its Sec. 6.14, which on one hand states that "the structure below was intact," and on the other, when they talk about the finite element modeling of the plausible collapse sequence, say that the building had to suffer damage in order for collapse to really happen.

The paper deals with collapse in WTC2 because if the WTC's really collapsed as presumed, WTC2 was more susceptible to avalanche: the core of the avalanche was almost one third of the building.
In WTC1 that was roughly 1/10th of the building. Now, if, as I have shown, WTC2 could not have collapsed without additional damages delivered through the building, then the collapse of WTC1 under the similar conditions is a moot point. It did not happen.

In light of that, a discussion whether damage to the primary zone was sufficient for those floors to collapse is, again, a moot point. For building to collapse to the ground it is not sufficient that 7the central core has lost its load bearing capacity over a stretch of seven floors. This makes the debate about initiation of collapse that seems to permeate news media and discussion groups irrelevant to the question of collapse of the building to the ground.

As of now, I have put the paper at arxiv.org. A longer version is submitted to American Physics Journal, and the short one to the Journal of Mechanical Engineering (ASCE). Comments and critiques are welcome - no rants please. In particular, I am looking for comments that would improve the quality of the paper.

Please drop me a note at beck.charles_m@yahoo.com.

Cheers,
Charles M. Beck

I had the pleasurable experience of reading your paper, I give your credit you did a lot of work, now if you just understood trees you might be able to improve your paper.

User posted image

Trees do not have weld joints, and fracture waves do not transmit though trees at 5100 meters per second.

The analogy looks nice until you dissect it.

A few years back there was a great nature article on the physics of limb formation, limbs actually reinforce the trees structure, that is not a physical property of the floors of the twin towers.

You would more correctly be looking at to thin walled tubes with slots cut down the sides to equal the space in between the floor beams.
I thought about working on such a model but it was just not worth the time and effort!
Thank you for posting the links but your proof is seriously flawed because your working from a flawed conception sorry.
newton
curious.
does the 'consumate, all-encompassing, exhaustive, intense, most complete-ishness, superumbrella, troothy' NIST report mention ANYTHING about a 'fracture wave'?
metamars
QUOTE (beck.charles_m+Mar 31 2007, 04:30 PM)
To the members of the forum,

some time ago I have posted a research paper on collapse of world trade center 2 from the perspective of an avalanche propagating in an one-dimensional structure of known mass density.
.
.

The title of the paper is "Cherry Tree vs. Crêpes Suzette: Global Model of Collapse of WTC 2," and it was published in subject class Popular Physics; Physics and Society.
.
.

Comments and critiques are welcome - no rants please.  In particular, I am looking for comments that would improve the quality of the paper. 

Please drop me a note at beck.charles_m@yahoo.com.

Cheers,
Charles M. Beck

I've skimmed over your paper. Unfortunately, I'm so rusty at physics that, while I understand it isn't unduly complicated, I've not digested it, fully.

Have you studied the Calladine & English paper? I've posted the reference at physorg, as well as on the stj911 forum. Unlike the Bazant Zhou paper, it has experimental evidence to back up the theory. In a nutshell, by considering inertial effects, it seems clear that buckling is not sufficiently constrained to the topmost floor being impacted (as in the Bazant Zhou scenario) such that a collapse of, say, more than a floor or two is possible.

In this case, well, the avalanche won't be very avalanche-y! :-)

The purpose of the Calladine and English paper is to help develop scaling rules such that engineers can make more accurate extrapolations from small models to full-scale ones. While I haven't worked out the specifics for the BZ scenario, it seems clear that if one did work out the relevant scaling, a global collapse would be impossible.

In terms of your paper, you may be able to modify it to model the behavior noted by Calladine and English as an energy sink term which is a function of height and time. (And time, to reflect the transient nature of compression waves propagating downwards ).

The complaints about ignoring inter-connectedness - which I made regarding Bazant/Zhou, NIST, and the Bazant/Verdure/Greening/Benson 'structureless rubble' approaches - are less of a concern for you as interconnectedness should favor arresting collapse. If you ignore a factor favoring arresting collapse, and yet still determine that collapse is still occurring too rapidly, you will still be able to make logical claims regarding - ahem - "missing" sources of destruction.

It is Bazant, et. al., that draw conclusions regarding the collapse of a structure, while ignoring factors that would tend to contradict those conclusions were they to be included, that have a responsibility to improve their works in this fashion.

Even so, not being a structural engineer, there may be failure modes such that this is not true, and I am simply clueless regarding them. It'd be best to consult with some structural/civil engineers.

Lon Waters of stj911 is spearheading an attempt at the simulation that NIST wouldn't do. You should drop him a line. Also, recall (if you have read this thread prior to your first post), that structural engineering Professor Korol has looked over the Calladine and English paper, and pronounced it "very well done". I believe he'll agree with me that it's quite relevant to the BZ collapse scenario, more incisive, and contradicts it's conclusion. Even if I'm wrong on these points, I certainly recommend you contact him for input on improving your paper. He is definitely interested in the subject.

-------------------


Would you comment on NEU-FONZE's comment re your paper:


QUOTE

While the paper is full of fancy math and offers an interesting approach to the physics of the collapse, it is fundamentally flawed even before the math begins!

Why?

In the second sentence on page 1 of the paper we read:

" Approximately 56 minutes after being hit, WTC 2 collapsed to the ground in what appears to be a single-front avalanche, which started in the upper half of the building and reached the ground in time Tc = 11 seconds."

The author offers this time of precisely 11 seconds without further explanation or proof.

Now if this was a passing comment, as in the Kean Report's famous "The Towers collapsed in 9 seconds", I would not quibble. But the truth is Charles Beck's ASSUMPTION that WTC 2 collapsed in 11 seconds becomes central to his calculations. It artificially constrains the building to collapse in this time!

Greening, Bazant, Benson, etc, make no such assumption. In fact Greening's model is primarily intended to calculate the collapse time of WTC 1 and 2 so that Tc is treated as a variable.

I believe that most videos of the collapse of WTC 2 suggest that Tc was over 12 seconds. Now since collapse calculations are very sensitive to the time above and beyond the free fall time of 9.2 seconds, 12 seconds is 2.8/1.8 x 100 or 150 % higher than Charles Beck's assumed value of 11 seconds.

By FORCING WTC 2 to collapse faster than it actually did, Charles Beck's calculation gives totally UNREALISTIC results. He needs to repeat everything with Tc set at say 12, 13 and 14 seconds. I am quite sure an entirely different picture would emerge if he did!

NF


You can see wtc7.net for Hoffman's discussions of collapse times.

BTW, I sent an email to Professor Calladine requesting his view on relevance to Bazant Zhou, but didn't get an answer.
shagster
QUOTE (einsteen+Mar 29 2007, 06:28 PM)
Shagster, I don't know what I have to think about charges, I still keep the option open. Did you work it out using a computer program ?

I used a discrete algebraic model similar to Greening's. The overall rate of mass shedding and how early it is removed has more effect on collapse duration than where it is removed from. A large amount of mass needs to be removed to add seconds to the collapse duration. Even a third of a story mass shed per impact increases the duration by only about one second.

I tried various shedding scenarios for WTC2. I had to shed about 19 stories of mass from the upper block of 29 early in the collapse to make the front near the top of WTC3 at the 11 to 12 seconds mark, as was seen in one of the videos taken near the footprint on the SW side. ABC video from the east ground side near the footprint also shows the front moving slower than expected. WTC2 collapsed slower later in the collapse than what a Greening or BV model predicts, even with a reasonable E1 that increases toward the ground level and a shedding of about one-fourth of a story mass at each impact. The 19 stories of shed mass early in the collapse was in addition to the mass being shed at every impact throughout stage 1 in the model.

WTC2 should have collapsed more quickly later in the collapse with 29 stories in the upper block, assuming all 29 were still within the footprint throughout stage 1. There were holes punched through the concourse on the south and east sides of WTC2. I suspect that was caused by part of the upper block getting dumped outside the footprint fairly early in the collapse. Video from the north side also shows what looks like a significant portion of the upper block going over the east side.

That dumping may also have played a role in the survival of part of the core which briefly stood about half the tower height at the end of the collapse. Perhaps that was the western portion of the core that was missed by part of the upper block and hat truss that fell over to the SE side.

There are some other factors that could have slowed it also, such as increasing mass toward the ground level. All my models to this point have used constant mass per story.
metamars
QUOTE (metamars+Apr 1 2007, 05:39 AM)
Have you studied the Calladine & English paper? I've posted the reference at physorg, as well as on the stj911 forum. 

It'd be interesting (and more relevant) to extend the Calladine and English work to multiple "columns" (actually, plates in their Type II scenario), which are fixed in the horizontal plane. The "fixed in the horizontal plane" constraint is to simulate the added strength afforded the WTC structure via lateral connections. In this regard (multiple floors, that is), see also Gordon Ross' paper.

The drop hammer device used by Calladine and English is a very simple one, and constructing a variant of the Type II device, but with 1 or 2 cells per floor ( a cell being what you get when you 'complete the square' with lateral connections) also must be easy to do.

To be most relevant to the WTC collapse, though, the theory and experiment must reflect the relative weakness of lateral connectioins as compared to the columns, on any given story. Thus, don't take the words 'fixed in the horizontal plane' too literally, except in a special case used for comparison.


It's quite possible that Calladine and English have already been extended along the lines I indicate, but I don't know that for a fact.

Literature search, anybody?


Also, re CE:


Calladine, C. R. and English, R. W., "Strain-rate and Inertia Effects in the Collapse of Two Types of Energy-Absorbing Structure", Int. J. Mech. Sci., Vol. 26, No. 11/12, pp. 689-701, 1984.

Summary from the paper:

QUOTE

The dynamic collapse of energy-absorbing structures is more difficult to understand than the corresponding quasi-static collapse, on account of two effects which may be described as the "strain-rate factor" and the "inertia factor" respectively. The first of these is a material property whereby the yield stress is raised, while the second can affect the collapse mode, etc. It has recently been discovered that structures whose load-deflection curve falls sharply after an initial "peak" are much more "velocity sensitive" than structures whose load-deflection curve is "flat-topped"; that is, when a given amount of energy is delivered by a moving mass, the final deflection depends more strongly on the impact velocity. In this paper we investigate strain-rate and inertia effects in these two types of structure by means of some simple experiments performed in a "drop hammer" testing machine, together with some simple analysis which enables us to give a satisfactory account of the experimental observations. The work is motivated partly by difficulties which occur in small-scale model testing of energy-absorbing structures, on account of the fact that the "strain-rate" and "inertia" factors not only scale differently in general, but also affect the two destinct types of structure differently.
Capracus
QUOTE (Palpatane+Mar 31 2007, 06:26 PM)
Who cares what she(Rosie O'Donnell) thinks.

No matter how much sense a Palpatane may present in its posts, only a relative few are interested in what it has to say. Now you take a host of a nationally televised morning show, a physics professor from a large university, or the President of the United States, and the masses tend to take them seriously, no matter how logically challenged their position may be.
metamars
I have decided to 'publish' the following, not so much for it's technical incisiveness, but rather because it's a real contribution to English literature:

=============================================



On the Mysterious Flight of the WTC Members
------------------------------------------------------

Oh WTC structure, how doth thee bear thine loads?
For impacting mass of m(14) so mighty
A global collapse unto thee didst goad
But I still much ponder - why so flighty?


Would a full account, considering all
Show a potential for catastropic weakness
Wherein thine members rained down as tho' driven by mighty squall
Rushing to GZ, like so many horses racing at Preakness?


Some say the analysis has all been done
NIST'ians would say there's no room for doubt
But I consider it better to shun
An 'anlysis' that claims global collapse, as per Bazant and Zhou
Capracus
QUOTE (metamars+Apr 1 2007, 11:15 AM)
I have decided to 'publish' the following, not so much for it's technical incisiveness, but rather because it's a real contribution to English literature:

=============================================



On the Mysterious Flight of the WTC Members
------------------------------------------------------

Oh WTC structure, how doth thee bear thine loads?
For impacting mass of m(14) so mighty
A global collapse unto thee didst goad
But I still much ponder - why so flighty?


Would a full account, considering all
Show a potential for catastropic weakness
Wherein thine members rained down as tho' driven by mighty squall
Rushing to GZ, like so many horses racing at Preakness?


Some say the analysis has all been done
NIST'ians would say there's no room for doubt
But I consider it better to shun
An 'anlysis' that claims global collapse, as per Bazant and Zhou

What now, Poets for 9/11 Truth?
Grumpy
beck.charles_m

QUOTE
Now, if, as I have shown, WTC2 could not have collapsed without additional damages delivered through the building, then the collapse of WTC1 under the similar conditions is a moot point. It did not happen.


I'm sorry, but it has to be said...THIS IS THE STUPIDEST STATEMENT YET SEEN ON THESE FORI. And, boy, is that saying something.

You have shown NOTHING except your ignorance. NO EXPLOSIVES OR EVIDENCE THEREOF WERE FOUND ANYWHERE ON THE WTC COMPLEX, yet the buildings DID fall.

A chain is only as strong as it's weakest link, in the case of the towers that was the floor connections, which you ignore. When the "avalanche" began it was these floor connections which limited the amount of resistence the lower sections could have, once these connections failed the remaining strength(from whatever source) of the remaining structure was bypassed and thus irrelivant to the calculations. This process(pancaking or bagelling) moved ahead of the externally visible collapse front leaving the core and outer frame unsupported laterally. The pressure from the falling top block simply pushed the outer frame aside(thus bypassing it's resistence again) and the core simply snapped at it's welds.

Calculate all you like, if the product of that calculation does not match reality(progressive collapse caused by plane impacts and fire damage ALONE) , then it is your calculation which are in error, not reality. NIST used a lot of calculations and simulations, but each time they comparred the result with the reality and adjusted THEIR CALCULATIONS until they acheived a close fit with what really happened. It's called the Scientific Method, look it up, learn it, use it or don't call yourself a seeker of truth or a scientist.

Grumpy cool.gif
Chainsaw,
QUOTE (newton+Apr 1 2007, 02:16 AM)
curious.
does the 'consumate, all-encompassing, exhaustive, intense, most complete-ishness, superumbrella, troothy' NIST report mention ANYTHING about a 'fracture wave'?

Why should it, fracture waves are known science, they occur!
NIST modeled to the point of collapse initiation not what happened after.
Who cares about Nist anyway, it is only a reference, it is about science and physics is it not?
Where is a logical reference that supports your conclusions, do you have one?
Palpatane
QUOTE (Capracus+Apr 1 2007, 04:54 AM)
No matter how much sense a Palpatane may present in its posts, only a relative few are interested in what it has to say. Now you take a host of a nationally televised morning show, a physics professor from a large university, or the President of the United States, and the masses tend to take them seriously, no matter how logically challenged their position may be.

To quote Arthur:


YAWN

Palpatane
QUOTE (Capracus+Mar 31 2007, 12:11 PM)
Sign me up for the Truth movement, Rosie O'Donnell says 9/11 was an inside job.

Popular Mechanics responds to Rosie.


Rosie gets bitch slapped right in her hairy balls
newton
QUOTE (Chainsaw,+Apr 1 2007, 12:32 PM)
Why should it, fracture waves are known science, they occur!
NIST modeled to the point of collapse initiation not what happened after.
Who cares about Nist anyway, it is only a reference, it is about science and physics is it not?
Where is a logical reference that supports your conclusions, do you have one?

a fracture is not easily induced in steel.

how often does steel 'fracture' before it bends? what would male you think that the twin towers' steel would be brittle like stone? steel is great at flexing. that's why they make things like piano strings and springs and TOWERS out of it.

the NIST was SUPPOSED to find how to improve the safety of future towers. they can't, because they don't know what design changes could be made to avoid the imagined natural progressive collapse.

the truth is, they are avoiding the question.

who cares about the NIST? lol! it's the official 20 million dollar investigation.


Capracus
QUOTE (Palpatane+Apr 1 2007, 01:02 PM)
To quote Arthur:


YAWN

Who gives a flying F**k about quotes from Arthur, does he have his own lesbian pulpit on The View, has he got tenure at BYU, does he occupy a cabinet level position in the Bush Administration. If and when he becomes a VIP, then his quotes may become noteworthy. Until then, try quoting some respectable celebrity like Alex Jones.

QUOTE
Rosie gets bitch slapped right in her hairy balls
Silly Palpatane, if Rosie had anything resembling balls, she could not be hosting The View.
Chainsaw,
QUOTE (newton+Apr 1 2007, 09:29 PM)






who cares about the NIST? lol! it's the official 20 million dollar investigation.

QUOTE
a fracture is not easily induced in steel.


Then controlled demolition can not occur because that is how explosives destroy steel. By shock waves creating fracture waves fragmenting the steel.

QUOTE (->
QUOTE
a fracture is not easily induced in steel.


Then controlled demolition can not occur because that is how explosives destroy steel. By shock waves creating fracture waves fragmenting the steel.

how often does steel 'fracture' before it bends?  what would male you think that the twin towers' steel would be brittle like stone?  steel is great at flexing.  that's why they make things like piano strings and springs and TOWERS out of it.


If hit hard and fast fractures form at the differentiations almost instantaneously. since the shock waves travel so fast though the material at the speed of sound though the material. It does not have time to dissipate the energy from flexing, so it brakes at the point the shock waves have the strongest effect the weld joints.

QUOTE
the NIST was SUPPOSED to find how to improve the safety of future towers.  they can't, because they don't know what design changes could be made to avoid the imagined natural progressive collapse.

If you actually knew what your talking about you would know that once collapse is initiated there is not much that can be done the trick is as with all buildings it to eliminate the initiating cause.
There by avoiding the collapse in the first place.
A safer building is one where the structure does not go into progressive collapse initiation.

QUOTE (->
QUOTE
the NIST was SUPPOSED to find how to improve the safety of future towers.  they can't, because they don't know what design changes could be made to avoid the imagined natural progressive collapse.

If you actually knew what your talking about you would know that once collapse is initiated there is not much that can be done the trick is as with all buildings it to eliminate the initiating cause.
There by avoiding the collapse in the first place.
A safer building is one where the structure does not go into progressive collapse initiation.

the truth is, they are avoiding the question.

What question would that be?
I have not seen anything they are avoiding, it seems to me they are only doing the best they can to improve safety in the only way they can by making the buildings not go into collapse in the first place.
You can put your money into solving the problem, or into the theoretical super building that a mountain can fall on and it not collapse, one you can actually do in the physical universe the other would be impossible in this universe.

QUOTE
who cares about the NIST?  lol!  it's the official 20 million dollar investigation.


I only care about science, the scientific method, and the actual truth of the facts in the known universe what do you care about?
I can not even find an explosive that would survive in the towers in the energetic situation of the impacts and fires, we are talking unstable compounds that release great amounts of energy in a short amount of time.
There are only a few of them and the main triggering event to them is shock-waves or heat. Both of which were in abundance in the twin towers on 9/11/2001.

Theories have to be logical Coherent and workable and have to work in the physical universe.
I have seen no controlled demolition theory that even comes close to those criteria.
Do you have a theory that will work or are you just Posting with no understanding of the reality of the physics of the events?
Capracus
QUOTE (adoucette+Mar 30 2007, 01:53 PM)
Apparently NF is off his meds.

I just checked out NF's exchanges over at JREF, and It's hard to determine what he's trying to accomplish. He could have just as easily made the same arguments at this site. It's not like the guys at JREF are going to be any more sympathetic to his fantasies than posters over here.
newton
QUOTE (Chainsaw,+Apr 2 2007, 12:46 AM)


Then controlled demolition can not occur because that is how explosives destroy steel. By shock waves creating fracture waves fragmenting the steel.

can you read what you're writing?

explosives are one of the very few ways to fracture steel.

did you hear? they're starting to make shatter proof cars!


if you REALLY want to know the answers to your questions about my own pet theories, go and read the 2000 pages of the previous two threads on the topic. i've been in it since page three.

we'll all be looking into the reflecting pool, soon. i can't wait!
adoucette
Yeah, newton's had a LOT of theories

laugh.gif

From the Basic Physics Thread

Feb 14 2006, 01:55 AM

here's the mechanism.

they put a homing beacon on the floors that were struck by the planes. the remote control systems used on all three 'missile' planes were the same technology. this explains the pilots' 'skill'.
as the planes approached the tower, remote observers triggered the explosions in the basement, which removed most of the REDUNANCY from the support of the towers, but left them standing.
they waited an hour, and pressed the GO button which blew out more core columns, (which may have FAILED for some of the bombs planned at the beginning of the sequence, in the first collapse, which required shoulder fired missiles down the ONE freight elevator shaft, from the helicopter which hovered over it SECONDS before the collapse, exibiting NUMEROUS bright flashes, visible from hoboken on the 911eyewitness video).
for the second tower, they instead were able to just use the remote control, as planned. the recording goes BOOOM(tower still standing), and then some few seconds of silence, and then BOOOOOOOOOOOOM(tower collapsing very quickly).
these events(booms) registered similiar SOUND energy, in both spectrum and magnitude.

Feb 14 2006, 03:15 AM

the scenario i listed has more merit than the NIST report.
did you see the 911eyewitness video?
you can download it for free over bittorrent, and maybe some other places. a lot of people are seeing it, now.
if you haven't seen the raw footage of the seven or eight black helicopters, some of which 'hide' in the smoke plumes on a blue sky day, then you SHOULD think it's BS.
i see the flashes coming from the helicopter hovering over the tower in the dense smoke, and i have to FORCE myself to come up with some OTHER explanation. there are flashes from the helicopter, and then the tower falls seconds later. it's on the video.
if i hadn't SEEN and HEARD the soundswaves(okay, the 'seen' part is a computer generated graph), then i would not KNOW that there was a massive energy spike BEFORE the second tower fell. and that soundwave is similiar to the sounds of the actual collapse.
do you have to 'subscribe to' garbage? can't you just throw it out?



Arthur
newton
i'm flattered, arthur. you're keeping a scrapbook of my work.
don't forget...

i was one of the first ones to suggest exotic resonance weapons and beam weapons.

QUOTE
You have discovered that Applied Research Associates, Inc. (ARA) is not only a
major NIST contractor in the clean-up of the WTC site, post 9/11/01, as well as a
major contractor for NIST in the preparation of the NCSTAR 1 report series, that
your RFCs pertain to, there’s more.
ARA is also at the very epicenter of the development of Directed Energy
Weapons.
DEW may be the very core of ARA’s business, with all other business matters
being of secondary importance to ARA.
That information was not disclosed to the public by NIST to our knowledge.
One example serving to illustrate the centrality of ARA to the development of
Directed Energy Weapons is the following statement from ARA’s website:
“Directed Energy Award: ARA was recently recognized at a directed energy symposium
in Washington, D.C. as a Founding Sponsor of the Directed Energy Professional Society
(DEPS). DEPS was founded in 1999 to foster research and development of directed
energy technology for national defense and civil applications through professional
communication and education.”
See: http://www.ara.com/careers/awards.htm
The organization that ARA is a founding member of: Directed Energy
Professional Society (DEPS) appears to be a major hub of the Military-Industrial-
Complex.


that's from a letter to judy woods(written by her lawyer). you can download the pdf on her site.

adoucette
QUOTE (newton+Apr 2 2007, 12:33 AM)
i'm flattered, arthur. you're keeping a scrapbook of my work.
don't forget...

i was one of the first ones to suggest exotic resonance weapons and beam weapons.


No, newton, the thread is the scrapbook & the search funtion is all I need to find ample evidence of your desperate attempt to deflect blame from the terrorists.

You are SO transparent.

Which is why I wrote:

QUOTE
Well I've been here pointing out the TRUTH to dimwits for almost 2 years now.

What I find is quite funny is that while ALL of the original reasons that Truthers were CONVINCED that the towers had been felled by CD have been shown to be FALSE, they are apparently JUST AS CONVINCED now but for a whole NEW set of reasons.

So what is it, they think they STUMBLED into the right answer but for the wrong reasons?

So we keep slogging through it, and as each CT'er myth gets shown for what it is, a myth, they come up with a NEW angle.

Which means they CLEARLY have an ALTERIOR MOTIVE FOR WANTING PEOPLE TO BELIEVE the towers were brought down by ANYTHING OTHER THAN THE PLANES.

ANYTHING.

Suitcase Nukes will do.
Space Beam Weapons will do.
Pre Built in Explosives will do.
Tons of Thermate will do.

It clearly appears that ANY THEORY is acceptable to "troothers" as long as it means the towers fell for ANY OTHER REASON than the planes and the fires.

ANY THEORY

I mean if the issue of CTers trying DESPERATELY to deflect blame from Atta and Company WASN'T SERIOUS it would be LAUGHABLE.


Arthur
Chainsaw,
QUOTE (newton+Apr 2 2007, 04:08 AM)
can you read what you're writing?

explosives are one of the very few ways to fracture steel.

did you hear?  they're starting to make shatter proof cars! 


if you REALLY want to know the answers to your questions about my own pet theories, go and read the 2000 pages of the previous two threads on the topic.  i've been in it since page three.

we'll all be looking into the reflecting pool, soon.  i can't wait!

Newton your contradicting yourself, DA any release of a large amount of energy has the potential to create shock waves. Shock waves traveling though the material create fracture waves!
Any thing explosives can do, tons up on tons of dropping buildings can do, it is all the same, energy just in different forms.

And here I thought I was on a physics forum conversing with people who actually understood Physics.

Can you please point me to a real physics forum where the people actually understand the propagation of waves though crystalline metallic structures?

My first physics experience was building a shock wave model of the core of a plutonium device. Where shock waves formed by explosives transfer though a plutonium sphere collapsing it around a small plutonium target, causing a chain reaction in the now fused mass of plutonium.
Gee for a middle school science project I thought it was pretty good, and so did the state police and a guy from the government who came out to talk to me about it, and why I was showing people how to build an fission-fusion-fission thermonuclear device.
They took my model and expelled me from school for 3 months, I do not and have never known what I did wrong.
I found most of the information in the local library, you would think if they wanted to keep it private it would not have been there.
newton
QUOTE (Chainsaw,+Apr 2 2007, 01:18 PM)
Newton your contradicting yourself, DA any release of a large amount of energy has the potential to create shock waves. Shock waves traveling though the material create fracture waves!
Any thing explosives can do, tons up on tons of dropping buildings can do, it is all the same, energy just in different forms.

Where shock waves formed by explosives transfer though a plutonium sphere collapsing it around a small plutonium target, causing a chain reaction in the now fused mass of plutonium.

you're ignoring velocity in your shockwave by gravity creation theory.

luckily, you have this guy to defer to...cherepanov


QUOTE
On the Collapse of the World Trade Center in New York on Sept.11,2001
Genady P. Cherepanov
Miami, Florida, USA
Abstract: The generally-accepted explanation of the collapse of the World Trade Center
towers on September 11, 2001 is based on the speculative “theory” of progressive
buckling of bearing columns at the speed of free fall triggered by creep buckling of the
columns of the floor subject to the conflagration from the spilled fuel, and by dynamic
impact of the upper structure. In the present paper it is shown that this official “theory” is
wrong because it is built on false assumptions and incorrect calculations. The “theory”
cannot explain the free fall, explosion sound, and pulverization of the buildings as well as
other facts of this event. The simultaneous collapse of the neighboring 47-story tower
directly contradicts to the “theory”. It is shown that, consistent with all known facts of the
matter, the scenario of all collapses was this: (i) heating of bearing columns in the “hot”
spot caused high compressive thermal stresses in these columns, (ii) these stresses
combined with internal stresses triggered a fracture wave, and (iii) the fracture wave
disintegrated the entire building by invisible cracks for less than 0.1 s producing the
sound of explosion and providing the conditions necessary for free fall of steel fragments
and dust clouds of tiny fragments of glass, marble and concrete. The theory of fracture
waves, see Appendix 1, supports this scenario. The official “ theory” is placed in
Appendix 2.



of course, what buddy here doesn't entertain is that explosives could do the EXACT same thing, and it is far more likely a theory than his 'three fracture waves in two styles in one day'.

at least buddy here actually has SOUND reasoning and actually understands physics, unlike BZ, NIST and the host of arthurs. i think he might even be a conspiracy researcher.

better mousetraps? it's hard to tell, sometimes.

you know, if you plant a trap everywhere, there's no where to put your feet.

Chainsaw,
QUOTE (newton+Apr 2 2007, 03:04 PM)
you're ignoring velocity in your shockwave by gravity creation theory.

luckily, you have this guy to defer to...cherepanov





of course, what buddy here doesn't entertain is that explosives could do the EXACT same thing, and it is far more likely a theory than his 'three fracture waves in two styles in one day'.

at least buddy here actually has SOUND reasoning and actually understands physics, unlike BZ, NIST and the host of arthurs. i think he might even be a conspiracy researcher.

better mousetraps? it's hard to tell, sometimes.

you know, if you plant a trap everywhere, there's no where to put your feet.

OK then dear Newton give me the velocity at which the beams that buckle and snap resonate at, you see I am not ignoring velocity, I am counting on extreme stress to create high velocity when the core columns snap with explosive force.
As the collapse ensues the velocity values get higher, and so does the potential for creating more shock waves, and actually destroying the weld structure do to fracture wave propagation.
Even in the NIST study shock waves will transit though the steel damaging welds the amount of weld damage will determine the amount of resistance the structure can provide.
As I said before it is not about NIST persay it is about science.
Capracus
Neu-Fonze has come out of the closet at JREF.
http://forums.randi.org/showthread.php?t=78111&page=6
Chainsaw,
QUOTE (Capracus+Apr 2 2007, 08:27 PM)
Neu-Fonze has come out of the closet at JREF.
http://forums.randi.org/showthread.php?t=78111&page=6

You have to admit he has made good points.
NEU-FONZE
Capracus/Chainsaw:

Yes, you can tell Arthur I'm back on my meds!
David B. Benson
Yes, but there are some errors in understanding the collapse initiation. Or, anyway, I disagree.

Respectfully, of course...

====================

NEU-FONZE --- Glad you are back. I just finished reading your lengthy contributions on JREF and I find I have some disagreements regarding collapse initiation. Whenever you are ready...
adoucette
QUOTE (NF+)
you can tell Arthur I'm back on my meds!


Glad to hear it, NEU.

You are much more pleasent to be around when you are.

Arthur

PS your analysis of the 30 days burn time seems WAY lacking in detail, ignoring the other buildings that collapsed that day as well as all the material in the massive concourse and the basement material/parking decks etc and Way overboard in assumptions. Keep in mind there were MULTIPLE smaller fires burning, it wasn't like the whole pile was on fire for the entire time.
newton
QUOTE (NEU-FONZE+Apr 2 2007, 10:02 PM)
Capracus/Chainsaw:

Yes, you can tell Arthur I'm back on my meds!

welcome back, my favourite octian.

p.s. don't do prescription drugs. they're bad for you.
Grumpy
NEU-FONZE

I have a few points on which I disagree with your post on Jref.

QUOTE
Setting aside the issue of oxygen availability, let us consider how long the available fuel could last. The heat flux of a smoldering fire is typically ~ 8 kW/m2 from which we may calculate the average fuel consumption rate within the rubble pile. NIST estimate that there was initially about 50,000 kg of combustible material on each floor of WTC 1 & 2. If we assume that material from about 5 floors was consumed before the Towers collapsed, about 5,250,000 kg of “fuel” was initially available within the rubble from each Tower. It is a simple matter to show that this fuel would be able to sustain the rubble pile fires for no more than about 30 days.


This analysis assumes that the entire pile was burning at the rate you estimated. Fires rarely burn in a uniform fashion but move through the fuel, migrating from one area to another based on oxygen availability, density of fuel and other factors. The fuel you estimate to have lasted only thirty days could easily last several times as long under these conditions, with only ~20-30% of the fuel involved at any one time.

Also, about collapse initiation, it seems you discount the noncongruence of the frame members caused by the tilting of the tower tops,IE once the tilt began the frame members were no longer bearing on each other between the top section and the bottom, effectively eliminating or bypassing any remaining strength of those members.

Also there is considerable evidence that most of the concrete on the floors ended up in the subbasement, funneled there by the intact lower structures, broken up but not pulverized. There was very little of this rubble which was shed outside of the footprint. In fact, most of the rubble we saw being shed from the collapse front turned out to be pieces of the outer frame which were NOT buckled, simply dissassociated by the splitting action of the falling top block, and just like splitting a block of wood this requires a LOT less energy than would crushing a path through that block of wood.

I do not think NIST has answered all questions about the collapses, some things that occured in those buildings we will probably never know with certainty. But for the evidence we have they did a very good job though I too wish they had gone into what is knowable about the details of the collapse(every major event of this type is a series of smaller events working together to produce the final results). I have no objection to discussions about these events.

However, that does not mean pure speculation about things for which there is NO supporting evidence and NO possibility due to the laws of physics(this covers most of the tin hat theories).

And the bottom line remains...

Planes hit buildings, buildings go boom.

My neice is smarter than most CTers.

Grumpy

lozenge124
re: Charles Beck's paper

QUOTE
In the second sentence on page 1 of the paper we read:

" Approximately 56 minutes after being hit, WTC 2 collapsed to the ground in what appears to be a single-front avalanche, which started in the upper half of the building and reached the ground in time Tc = 11 seconds."

The author offers this time of precisely 11 seconds without further explanation or proof.

Now if this was a passing comment, as in the Kean Report's famous "The Towers collapsed in 9 seconds", I would not quibble. But the truth is Charles Beck's ASSUMPTION that WTC 2 collapsed in 11 seconds becomes central to his calculations. It artificially constrains the building to collapse in this time!

Greening, Bazant, Benson, etc, make no such assumption. In fact Greening's model is primarily intended to calculate the collapse time of WTC 1 and 2 so that Tc is treated as a variable.

I believe that most videos of the collapse of WTC 2 suggest that Tc was over 12 seconds. Now since collapse calculations are very sensitive to the time above and beyond the free fall time of 9.2 seconds, 12 seconds is 2.8/1.8 x 100 or 150 % higher than Charles Beck's assumed value of 11 seconds.

By FORCING WTC 2 to collapse faster than it actually did, Charles Beck's calculation gives totally UNREALISTIC results. He needs to repeat everything with Tc set at say 12, 13 and 14 seconds. I am quite sure an entirely different picture would emerge if he did!

NF


I don't think this is accurate. It doesn't seem like the paper artificially constrains the time of collapse at all. From my understanding the paper calculates the time of collapse as a function of the parameters r, s and epsilon (0=inelastic, 1=elastic collisions). r & s are dimensionless parameters for reaction and safety used to define the "reaction force" R(x).
The results are shown in Fig3. But instead of displaying time in seconds, Beck normalizes them to tau = time of collapse/time for freefall collapse which is perhaps where the confusion comes in.

user posted image
einsteen
that must be a record today, one post... laugh.gif
adoucette
People are probably hangin out at JREF, its more fun 'cause they don't care when you Bitch Slap CT'ers for being dumber than a box of rocks.

Arthur
newton
QUOTE (adoucette+Apr 4 2007, 04:23 PM)
People are probably hangin out at JREF, its more fun 'cause they don't care when you Bitch Slap CT'ers for being dumber than a box of rocks.

Arthur

prove that rocks are stupid.
GeneSplicer
You just did....lol. laugh.gif
reasonwhy
Question to all NISTians, why did floors 80-83 have beams in two sections (circled in red)? wink.gif

User posted image
Larger Image

Time to prove NIST misrepresented the structure of WTC2 in the most important areas! laugh.gif
David B. Benson
reasonwhy --- We have already been though the partially beamed floors. Those beamed floor sections were not part of the aircraft impact area, etc.
reasonwhy
QUOTE (adoucette+Apr 4 2007, 08:23 AM)
People are probably hangin out at JREF, its more fun 'cause they don't care when you Bitch Slap CT'ers for being dumber than a box of rocks.

Arthur

QUOTE
I’m new to posting on JREF but I have been following this forum for quite a while and I have observed how the regular JREFers eagerly DEVOUR each CTist that ventures on to this Conspiracy thread to question the official 9/11 story. It all gets pretty much routine because the JREFers always use one or more of the following modes of attack:

(i) NIST has covered all the bases – you need to refute NIST to win an argument here.
(ii) Taunt the CTist with “where’s your evidence?”
(iii) Question the CTist’s credentials – “Are you a scientist?”; “Are you an engineer?”
(iv) Ask the CTist why there are no peer-reviewed journal articles refuting NIST.
(v) Ask the CTist if they are going to submit an article to a peer-reviewed journal.

When a CTist retreats, the JREFers pass the time patting each other on the back for another debunking job well done and discuss how idiotic that particular CTist was. While this may be a source of entertainment for the JREFers, this type of mutual admiration is not particularly helpful to anyone seeking to understand how the Twin Towers collapsed. In fact, I would say that the JREFers appear to be fixated only on smothering scientific debate under a blanket of NIST, FEMA, Kean, Fox and CNN “Truths”! But as Leonardo da Vinci so aptly states: “Whoever in a discussion adduces authority uses not intellect but rather memory.”

I have worked as a research scientist in industry and academia for MANY years but I do not recall ever witnessing such an endless appeal to authority, by one side in a debate, as I see with the JREFers! Indeed, I find the JREFers more often than not coming across as dogmatic followers of a creed. Thus, ironically they have become a modern band of Inquisitors doling out their autos-da-fe to heretic CTists for simply having the temerity to question NISTIAN authority.

In truth, the NIST Report is seriously flawed in many respects. It is inconsistent and contradictory in the way it treats the tipping of the upper section of each tower. It assumes that global collapse ensues without modeling the collapse. Its fire simulations generate such a wide array of temperature profiles as to be essentially useless. Its assumptions about the loss of thermal insulation are mere speculation. It ignores the important effects of massive releases of corrosive gases in the fires. Its metallurgical analysis of the steel is perfunctory. It ignores evidence (micron sized spheres) for the presence of molten iron in the towers prior to collapse. It mentions sulfidation, which it does not explain, while ignoring chlorination. And finally, NIST still cannot explain the collapse of WTC 7 after 6 years of trying….. This is the JREFers Bible!?!?!?


http://forums.randi.org/showpost.php?p=2470688&postcount=10

Dr. Greening could say the same thing about the NISTians on this forum except they routinely get their *** KICKED here! laugh.gif
adoucette
QUOTE (reasonwhy+Apr 4 2007, 01:54 PM)
Dr. Greening could say the same thing about the NISTians on this forum except they routinely get their *** KICKED here! laugh.gif

Hasn't happened yet.

Reasonwhy is just another BLACK KNIGHT who thinks the dozens of times he's been shown to be wrong are just flesh wounds.

Flesh Wound my a$$.

laugh.gif laugh.gif laugh.gif

Arthur
reasonwhy
QUOTE (David B. Benson+Apr 4 2007, 10:52 AM)
reasonwhy --- We have already been though the partially beamed floors. Those beamed floor sections were not part of the aircraft impact area, etc.

That was not the question. blink.gif

Why were there two sections of beams on the impact floors?

If you have no idea I will answer it for you. You do claim to be an engineer? smile.gif
David B. Benson
QUOTE (reasonwhy+Apr 4 2007, 06:57 PM)
Why were there two sections of beams on the impact floors?

Because that's the way the structural engineers designed the building.

Jeez.
newton
QUOTE (GeneSplicer+Apr 4 2007, 05:18 PM)
You just did....lol. laugh.gif

gee, i bet you could hit the broadside of a barn with an atom bomb, too.

impressive wit, oh ye from the deep end of the gene pool.

and, on another point, i am not a rock.
reasonwhy
QUOTE (David B. Benson+Apr 4 2007, 11:01 AM)
Because that's the way the structural engineers designed the building.

Jeez.

Because that is were the stairs went through the floors in WTC1, agreed?


User posted imageUser posted image

Larger image of floor 80 WTC1

The only building NIST had the plans to verify the layout.
David B. Benson
reasonwhy --- Above each of the three lower pairs of mechanical floors there was a sky lobby with an up escalator to the floor above and a down elevator to the floor below. In both towers.

NIST did not have the details of the partitioning of the floors of WTC 2 into rooms, except for floor 78, occupant recollections but also the change notices detailed in 1-2 or 1-2A. What was thoroughly understood was the general structuring of the trusses and beams for each floor in each tower.

"Molehills are not mountains"
reasonwhy
QUOTE (David B. Benson+Apr 4 2007, 11:23 AM)
reasonwhy --- Above each of the three lower pairs of mechanical floors there was a sky lobby with an up escalator to the floor above and a down elevator to the floor below. In both towers.

NIST did not have the details of the partitioning of the floors of WTC 2 into rooms, except for floor 78, occupant recollections but also the change notices detailed in 1-2 or 1-2A. What was thoroughly understood was the general structuring of the trusses and beams for each floor in each tower.

"Molehills are not mountains"

You did not answer the question.

The reason for the two sections of beams was because the stairs went though the floors, correct?

I added the floor in my post above so you can see the stairs and beams line up in WTC1 .

adoucette
But the critical BOWING occurred on the LONG TRUSS sides, not the short side.


Arthur
David B. Benson
QUOTE (reasonwhy+Apr 4 2007, 07:28 PM)
The reason for the two sections of beams was because the stairs went though the floors, correct?

Might be. (Turns out there were only two sky lobbies per tower) Above the sky lobbies the flooring is either type 3 or type 9, the same but for orientation. It appears that on these floors two of the stairwells were outside the core. So maybe that is the reason for the beamed floor section.

Another possibility has to do with properly distributing wind loads. The mechanical floors were quite stiff against wind loads and the floors just above then had to be designed to adjust this stiffness to the less stiff part of the structure, i.e., most of it.
reasonwhy
QUOTE (David B. Benson+Apr 4 2007, 11:44 AM)
Might be. (Turns out there were only two sky lobbies per tower) Above the sky lobbies the flooring is either type 3 or type 9, the same but for orientation. It appears that on these floors two of the stairwells were outside the core. So maybe that is the reason for the beamed floor section.

Another possibility has to do with properly distributing wind loads. The mechanical floors were quite stiff against wind loads and the floors just above then had to be designed to adjust this stiffness to the less stiff part of the structure, i.e., most of it.

We now have sections through the stairs and escalators in WTC 1 (A-A-126 and 127 if anyone want to download the Blue Prints) and they show beams supporting the escalators and stairwells.

So, beams reinforce the floor in WTC1 were stairs cut though the otherwise truss area in the original design.

WTC 2 had 6 stairwells on the impact floors as originally designed.

The stairwells are right in the middle of the areas NIST claims the trusses pulled the walls-in.
adoucette
RW, the trusses pulled in on the sides with the LONG trusses, not the short sides.

The pull in force was distributed across MULTIPLE COLUMNS even if the floors were disconnected, due to the spandrels that interconnected the columns and the fact the bowing (and hence pull in forces) occurred over MULTIPLE FLOORS.

This occured on BOTH towers.

So to show where NIST is wrong, please reference BOTH TOWERS.

Thanks

David B. Benson
QUOTE (reasonwhy+Apr 4 2007, 08:03 PM)
WTC 2 had 6 stairwells on the impact floors as originally designed.

No. There were three stairwells and one escalator.
reasonwhy
QUOTE (David B. Benson+Apr 4 2007, 12:47 PM)
No. There were three stairwells and one escalator.

User posted image

Larger image

NISTNCSTAR1-5F page 128

Same location for floor 79, 80, 81,82 and 83


Tell that to NIST (look at all the walls in the impact area)! laugh.gif
David B. Benson
QUOTE (reasonwhy+Apr 4 2007, 08:58 PM)
NISTNCSTAR1-5F page 128

Interesting. The final report copy, rendered using ghostview, does not provide all the hatching, so I miscounted and misinterpreted.

Yes, I agree, six stairwells and no escalator, according to NIST.
reasonwhy
QUOTE (adoucette+Apr 4 2007, 12:21 PM)
RW, the trusses pulled in on the sides with the LONG trusses, not the short sides.

The pull in force was distributed across MULTIPLE COLUMNS even if the floors were disconnected, due to the spandrels that interconnected the columns and the fact the bowing (and hence pull in forces) occurred over MULTIPLE FLOORS.

This occured on BOTH towers.

So to show where NIST is wrong, please reference BOTH TOWERS.

Thanks

NIST was not able to simulate the forces in either tower and just used the photos (not being able to verify were the forces came from).

This proves it was not possible in WTC 2.
einsteen
Morons like this are the reason that I signed up at physorg...

Enigma@JREF: i'm not sure who you think your fooling with your "I'm Frank Greening" bs but in case you really are him, you have the obvious onset symptoms of Altzheimers - a global collapse was assumed? I will be nice and assume your just dumb

Hear him, this is the kind of scum you will find there, there of course some good people out there but those are a minority
reasonwhy
QUOTE (David B. Benson+Apr 4 2007, 11:23 AM)
NIST did not have the details of the partitioning of the floors of WTC 2 into rooms, except for floor 78, occupant recollections but also the change notices detailed in 1-2 or 1-2A. What was thoroughly understood was the general structuring of the trusses and beams for each floor in each tower.

"Molehills are not mountains"

DBB, If they did not have the floor plans how can you claim they had the structural plans?

Can you reference the page please?
Grumpy
reasonlesswhine

QUOTE
NIST was not able to simulate the forces in either tower and just used the photos (not being able to verify were the forces came from).

This proves it was not possible in WTC 2.


So WTC tower two is still standing??? All this proves is your refined ability to make mountains out of molehills, in your own mind, at least.

The photographic and video evidence of the inward bowing on both towers is irrefutable and undeniable to anyone with more brains than your standard rock.

Any other nits to pick today, whiney???

Grumpy cool.gif
David B. Benson
QUOTE (reasonwhy+Apr 4 2007, 09:55 PM)
Can you reference the page please?

NCSTAR1-2A pages 191 ff (225 ordinal)

"The structural drawings for the floors in both towers were reviewed ..."
reasonwhy
QUOTE (David B. Benson+Apr 4 2007, 02:05 PM)
NCSTAR1-2A pages 191 ff (225 ordinal)

"The structural drawings for the floors in both towers were reviewed ..."

They must not have reviewed it very well! smile.gif

The stair opening is approximately 14 ft X 35 ft on the long truss side and they do not show any extra reinforcements.

The stairwell walls do not go all the way down to the mechanical floors so the approximately 45 ft X 45 ft truss area would have to be supported with beams and a header.
reasonwhy
QUOTE (Grumpy+Apr 4 2007, 02:01 PM)
reasonlesswhine



So WTC tower two is still standing??? All this proves is your refined ability to make mountains out of molehills, in your own mind, at least.

The photographic and video evidence of the inward bowing on both towers is irrefutable and undeniable to anyone with more brains than your standard rock.

Any other nits to pick today, whiney???

Grumpy cool.gif

Topic over you head today, grumpster? wink.gif

It is hard to post so everyone can understand (just entertain yourself looking at the pretty pictures I posted and pretend you know what they mean). laugh.gif
David B. Benson
QUOTE (reasonwhy+Apr 4 2007, 10:24 PM)
The stair opening is approximately 14 ft X 35 ft on the long truss side and they do not show any extra reinforcements.

I suspect that this stairwell was hung on the core. In this general area there was a structural modification to hang Fuji Bank's vault on the core by welding, etc. The stairwell assembly would be similar. Then the trusses hung on the outside of the stairwell unit.

"molehills..."
Capracus
QUOTE (reasonwhy+Apr 4 2007, 09:20 PM)
NIST was not able to simulate the forces  in either tower and just used the photos (not being able to verify were the forces came from).

This proves it was not possible in WTC 2.

NIST was able to demonstrate failures in the subsystem models which could be carried out with more detail. They didn't find it practical or necessary to demonstrate the pull in behavior in the global model.
Grumpy
reasonlesswhine

QUOTE
Topic over you head today, grumpster? 

It is hard to post so everyone can understand (just entertain yourself looking at the pretty pictures I posted and pretend you know what they mean). 


No, it's actually beneath my notice, just like most of the nit picking you do. The day you can post something I can't understand is the day before my Alzhiemers forces me into a old folks home. Don't hold your breath(though, on second thought...)

QUOTE (->
QUOTE
Topic over you head today, grumpster? 

It is hard to post so everyone can understand (just entertain yourself looking at the pretty pictures I posted and pretend you know what they mean). 


No, it's actually beneath my notice, just like most of the nit picking you do. The day you can post something I can't understand is the day before my Alzhiemers forces me into a old folks home. Don't hold your breath(though, on second thought...)

approximately 45 ft X 45 ft truss


In an area 240X240, can you say MOLEHILL, whiney???

Grumpy cool.gif
reasonwhy
QUOTE (Capracus+Apr 4 2007, 03:06 PM)
NIST was able to demonstrate failures in the subsystem models which could be carried out with more detail. They didn't find it practical or necessary to demonstrate the pull in behavior in the global model.

Then show were NIST simulated the pull-in force in the floor assembly model? laugh.gif

adoucette
QUOTE (reasonwhy+Apr 4 2007, 04:20 PM)
NIST was not able to simulate the forces  in either tower and just used the photos (not being able to verify were the forces came from).

This proves it was not possible in WTC 2.

Good thing they had those PHOTOS showing the BOWING in of the exterior walls over time.

ON BOTH TOWERS.

laugh.gif laugh.gif laugh.gif


Why that stairway in WTC 2 didn't matter?

See NIST NCSTAR 1-6D pg 32 & 33.

That's RIGHT WHERE THE FRIGGIN PLANE HIT.

It took out that stairway on almost all the floors they spanned.

Arthur

GeneSplicer
QUOTE (newton+Apr 4 2007, 03:06 PM)
gee, i bet you could hit the broadside of a barn with an atom bomb, too.

impressive wit, oh ye from the deep end of the gene pool.

and, on another point, i am not a rock.

Newton, you are the epitome of what makes the whole “truther” gaggle so amusing and so pity-worthy at the same time. Not a rock? I beg to differ. In the realm of rational thought, reason and critical thought, a rock is an apt descriptor for you. You are inflexible and unmoving regardless of fact that would sway any rational mind.

But I guess based upon your last flippant comment about rocks, I’ll have to prove that racks are rigid and unmoving.
newton
QUOTE (GeneSplicer+Apr 5 2007, 03:50 AM)
Newton, you are the epitome of what makes the whole “truther” gaggle so amusing and so pity-worthy at the same time. Not a rock? I beg to differ. In the realm of rational thought, reason and critical thought, a rock is an apt descriptor for you. You are inflexible and unmoving regardless of fact that would sway any rational mind.

But I guess based upon your last flippant comment about rocks, I’ll have to prove that racks are rigid and unmoving.

ooo, an epi tome! kewl, dude!

if you prove rocks are rigid and unmoving, you're going to upset the entire geological community. prove that rocks don't grow while you're at it. prove that the earth's topography has remained unchanged for 4.5 billion years.

your blanket statements hold no sway(tower humour).

who has more theories about how the towers fell; me or NIST? because, if i were flexible and unmoving, i would stick to one theory, like 'no planes', or, 'thermite', or, 'mini nuke', when in practice, i have MANY theories and am not GLUED to one, unlike NISTians are.
the 'facts' you speak of are few and far between all the SPECULATION put forward by NIST and the MINISTRY OF TRUTH. mostly, and the report itself ADMITS THIS, you have a case of 'we feel', and 'most likely', and, 'possible' in the column you register as 'fact'.

the FACT is, NIST does not commit to it's own report as being a FACT.

i wonder if jesus had this same problem?

so, if unmoving is the characteristic which most determines someone's 'rockness', then it is the NISTians who are the most unmoving at all, unable to even see when a fact is relevant(like whether the 911 commission or the mainstrem media even bothers mentioning wtc7, or whether the NIST itself has stated that it's report is FACT).

have a nice delusion.
reasonwhy
QUOTE (adoucette+Apr 4 2007, 06:29 PM)
Good thing they had those PHOTOS showing the BOWING in of the exterior walls over time.

ON BOTH TOWERS.




Why that stairway in WTC 2 didn't matter?

See NIST NCSTAR 1-6D pg 32 & 33.

That's RIGHT WHERE THE FRIGGIN PLANE HIT.

It took out that stairway on almost all the floors they spanned.

Arthur

Lets see if Athurs are telling the truth! biggrin.gif

User posted imageUser posted image

Larger image Larger image

Floor 80 layout and damage according to NIST:

User posted image

Larger image

Doesn't appear to damage the stairs (damage area outlined in red)!

Now lets check it against the NIST displacement model:

User posted image

Larger image

Need to turn it 180 degrees and compare it to the layout (for some reason NIST has North going toward the bottom of the page)

User posted imageUser posted image

Larger image Larger image

Now if I overlay the two it can clearly be seen that the stairwell is right were NIST claims the maximum displacement from the trusses pulling-in the walls.

User posted image

Larger image

The stairwell is circled in red.

With NIST own documentation I have shown the TRUSS pulling-in the walls is not possible with a gravity driven collapse!

The stairwell is in the middle of the displacement on all the floors. The comparisons are similar for all the impact floors in WTC 2.

That is CHECKMATE, NISTians biggrin.gif
newton
nice noticing of stuff, reasonwhy! they think we not smrt. (although, i haven't checked your info, LOL!)

on another note, the 'debate, what debate?' thread at jref is an instant classic.
when they think apollo is greening, they're all cowtowey. when they think he's a 'CTer', they're all holierthanthouey.

'apollo20' predicted this behaviour from the get go, and that's what they got all huffy and defensive about.
now they're all like, 'it's not really greening', 'prove your identity', 'oh no, greening's gone daffy'.
and, the most important factor is WHO to them, and not WHAT because they are locked into RIGID THOUGHT PROCESSES like ROCKS.

way to go, doc. in the war between evil and moral ambiguity(batman issue 666), you may be the ambiguousest.
myself
QUOTE (Chainsaw,+Feb 3 2007, 05:32 PM)
Do not worry Dear shagster I am not as dumb as I used to be and I know how explosives and explosions work, I once shot myself out over a lake on a 55 gallon barrel, and Let me repeat I only did it once.

I simply used enough dynamite down a flooded ground hog hole, to cause the water to be ejected with force out of the other hole I was really no where near the actual small charge, and a huge oak tree 4 foot diameter shielded me from the blast.

I did it to impress a young lady, dumbest thing I ever did in my whole life!

I really do now want to the test and the video, but some one I feel should show what carbon based fuels can actually do!

aww shucks shagster---i too grew up in the country...if you actually knew what a ground hog was and the way they dig their holes you would not dare say such nonsence around here,,even to people that were totally slammered with moonshine!
You know how to hunt turkeys? Well I just found me one!
about these parts me and my relations don't take kindly to city folk puttin on airs

oh sure more than once i poured water into one end of a ole hog hole and watched it shoot out th otter side,but gal darn i never did see no man shoot out on a 55 gallon drum= well dont that beat all

aroun these parts shagster would be known as jokester or fraudster and be avoided
Capracus
QUOTE (reasonwhy+Apr 5 2007, 01:59 AM)
Then show were NIST simulated the pull-in force in the floor assembly model? laugh.gif


From NIST NCSTAR 1-6C, p. 77:
QUOTE
5.4.9 Truss Analysis for Gravity and Thermal Loads Gravity Loading: The maximum calculated vertical deflection due to the self-weight of the structure, which occurred when the concrete was still wet, was 1.7 in. downward. When the superimposed dead and live loads were applied to the truss with hardened concrete slab, the maximum vertical deflection became 2.0 in., and the maximum horizontal column deflection was 0.05 in. inward. The maximum forces in the top chord, bottom chord, web diagonal, and end diagonal strut were -25.7 kip, 41.3 kip, -6.9 kip, and 16.0 kip, respectively, which translate to average stresses of 14.8 ksi, 11.6 ksi, 6.7 ksi, and 15.7 ksi, respectively. The yield strength of top and bottom chords and end diagonal struts was 55.3 ksi. The yield strength of web diagonals was 38.1 ksi, except for the first compressive web diagonal at the interior end, which had a yield strength of 55.3 ksi. Therefore, the maximum stress level was about 30 percent of yield strength.

Gravity Plus Thermal Loading: The analysis of the truss model subjected to temperature time history was carried out statically; however, when the solution process did not converge, to overcome the convergence problem, the problem was solved dynamically with a 5 percent Rayleigh damping. The static analysis was then resumed when acceleration and velocity became small. The analysis oceeded in this fashion until the temperature of the steel became 727 °C. Figure 5–31 shows the vertical displacement of the truss at 700 °C, and Fig. 5–32 shows the horizontal displacement of Column 143 at the floor level and vertical displacement of the bottom chord at midspan with temperature of steel. The zero vertical displacement in this figure represents the initial displacement after the self-weight was applied. A positive horizontal displacement indicates that the exterior columns were pushed out, and a negative vertical displacement indicates that the truss was deflected downward. At 445 °C, when the end diagonal struts began to yield, the horizontal displacement at the exterior column began to decrease. At 565 °C, the truss sag became large due to the buckling of web diagonals, and the exterior columns were pulled in.
newton
QUOTE
Yes, very interesting, Apollo's recent posts could easily have been authored by scooby, pdoh or any number of other tin hatters.


QUOTE (->
QUOTE
Yes, very interesting, Apollo's recent posts could easily have been authored by scooby, pdoh or any number of other tin hatters.



Originally Posted by DavidJames View Post
Yes, very interesting, Apollo's recent posts could easily have been authored by scooby, pdoh or any number of other tin hatters.
And that one huge post where he posted all the scientific stuff could easily have been copied and pasted from some other forum Greening did post on.


QUOTE
I'll admit that I'm troubled by all of this, but the Dr. Greening I know is most definitely not a twoofer.
Sounds like the JREF is experiencing a bit of The Woo! Have we debunked this FDNY-accusing-of-murder-Iran-loving-terrorist-hugging-traitor yet? Hmmmm? I'll bet it's... P'doh!


oh, the irony. these 'critical thinkers' are all PARANOID, lololol!!!!!
adoucette
QUOTE (reasonwhy+Apr 5 2007, 12:26 AM)
Lets see if Athurs are telling the truth! biggrin.gif

User posted imageUser posted image

Larger image Larger image

Floor 80 layout and damage according to NIST:

User posted image

Larger image

Doesn't appear to damage the stairs (damage area outlined in red)!

Now lets check it against the NIST displacement model:

User posted image

Larger image

Need to turn it 180 degrees and compare it to the layout (for some reason NIST has North going toward the bottom of the page)

User posted imageUser posted image

Larger image Larger image

Now if I overlay the two it can clearly be seen that the stairwell is right were NIST claims the maximum displacement from the trusses pulling-in the walls.

User posted image

Larger image

The stairwell is circled in red.

With NIST own documentation I have shown the TRUSS pulling-in the walls is not possible with a gravity driven collapse!

The stairwell is in the middle of the displacement on all the floors. The comparisons are similar for all the impact floors in WTC 2.

That is CHECKMATE, NISTians biggrin.gif

You know when you KNOW CT'ers are FULL of it?

When they use terms like CHECKMATE.

laugh.gif laugh.gif laugh.gif

Thanks for the pics.

They PROVE you're wrong.

Arthur
reasonwhy
QUOTE (Capracus+Apr 4 2007, 09:49 PM)

From NIST NCSTAR 1-6C, p. 77:

Wrong model.

QUOTE
5.4 TRUSS MODEL
The truss model is a section of a floor system, which consists of a single floor truss and a corresponding section of the concrete slab. The objectives of the truss model study were to:
• Capture the potential failure modes and failure sequence of the truss model subjected to
gravity load and temperature time histories,
• Determine failure loads for different failure modes, and
• Develop a simplified model that replicates the expected failure modes of the truss model for
use in the full floor subsystem model.


NIST even claims it is not to be used on lateral loads:


QUOTE (->
QUOTE
5.4 TRUSS MODEL
The truss model is a section of a floor system, which consists of a single floor truss and a corresponding section of the concrete slab. The objectives of the truss model study were to:
• Capture the potential failure modes and failure sequence of the truss model subjected to
gravity load and temperature time histories,
• Determine failure loads for different failure modes, and
• Develop a simplified model that replicates the expected failure modes of the truss model for
use in the full floor subsystem model.


NIST even claims it is not to be used on lateral loads:


As discussed in Section 5.4.3, the bottom chord of the truss model was restrained in the direction transverse to the truss at the bridging truss locations. Although the out-of-plane deformation of the bottom chord due to thermal expansion of bridging trusses may result in a reduction of the vertical load capacity of a primary truss, the use of symmetry in the truss model prevents its application to cases with lateral loads. The interaction between the bridging trusses and the primary trusses was captured in the full floor model.


reasonwhy
QUOTE (adoucette+Apr 5 2007, 03:38 AM)
You know when you KNOW CT'ers are FULL of it?

When they use terms like CHECKMATE.


Thanks for the pics.

They PROVE you're wrong.

Arthur


NISTian logic, your wrong because I BELIEVE you are wrong (ignore the facts).

laugh.gif laugh.gif laugh.gif
Chainsaw,
QUOTE (newton+Apr 5 2007, 04:29 AM)
ooo, an epi tome! kewl, dude!

if you prove rocks are rigid and unmoving, you're going to upset the entire geological community. prove that rocks don't grow while you're at it. prove that the earth's topography has remained unchanged for 4.5 billion years.

your blanket statements hold no sway(tower humour).

who has more theories about how the towers fell; me or NIST? because, if i were flexible and unmoving, i would stick to one theory, like 'no planes', or, 'thermite', or, 'mini nuke', when in practice, i have MANY theories and am not GLUED to one, unlike NISTians are.
the 'facts' you speak of are few and far between all the SPECULATION put forward by NIST and the MINISTRY OF TRUTH. mostly, and the report itself ADMITS THIS, you have a case of 'we feel', and 'most likely', and, 'possible' in the column you register as 'fact'.

the FACT is, NIST does not commit to it's own report as being a FACT.

i wonder if jesus had this same problem?

so, if unmoving is the characteristic which most determines someone's 'rockness', then it is the NISTians who are the most unmoving at all, unable to even see when a fact is relevant(like whether the 911 commission or the mainstrem media even bothers mentioning wtc7, or whether the NIST itself has stated that it's report is FACT).

have a nice delusion.

The moon, it is static unless disturbed by an outside force, because it is a giant rock.
I see you also do not understand plate tectonics.
The fact that heating from the core which does not happen on the Moon or on Mars, causes non active rocks to move with the earths crust.
adoucette
QUOTE (reasonwhy+Apr 5 2007, 07:03 AM)

NISTian logic, your wrong because I BELIEVE you are wrong (ignore the facts).

laugh.gif  laugh.gif  laugh.gif

Nope,

This picture

User posted image

Clearly shows the core, which the trusses are attached to, even if they have a header by the stairway, is severely damaged in this area, meaning the trusses, if disconnected from the core would both offer no lateral support to the external column, and would also pull in simply because of the geometry.

Keep in mind that those floor plans (outside the core) are an APPROXIMATION based on RECOLLECTIONS of the tennents.

Arthur
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