It looks like you're using an Ad Blocker.
Please white-list or disable AboveTopSecret.com in your ad-blocking tool.
Thank you.
Some features of ATS will be disabled while you continue to use an ad-blocker.
Originally posted by Lumos
Fine, in case Al-cia-duh had actually somehow managed to rig the buildings themselves, then why not investigate fully and come to this conclusion? Wouldn't it be even more scary if "the terrists" were not only able to hijack planes with box-cutters or plastic knifes and proceed to fly them across half the US unhindered for hours, but also set up controlled demolitions with just public access to those buildings?
Honestly, if you want to suggest that visitors to a building could set this up, then my suggestion would be to re-enter the sphere of rationality.
[edit on 4-3-2006 by Lumos]
Originally posted by Lumos
were not only able to hijack planes with box-cutters or plastic knifes and proceed to fly them across half the US unhindered for hours
Why a non-metallic knife? A GPR Knife in a stitched Kydex tm sheath is lightweight and can be carried very comfortably. In a neck sheath, it can be tucked away under uniform shirt or jacket and forgotten until needed. Granger Knives' GPR Knives are now
carried by some Federal Agents for use in covert operations where a steel knife would be exposed by a metal detector. GPR Knives appeal to undercover police officers for the same reason. The GPR Knife is intended for use as a secondary or covert means of self defense. It is not intended to be a utility knife. They excel at cutting seat belts and the enemies of society and America. The GPR Knife possesses strength and edge-holding abilities far beyond "plastic knives" like zytel tm or G-10.
www.grangerknives.com...
I teach Technical Theatre and Set Construction. I always tell my
students that the Stanley Knife is the most dangerous tool in the
shop. The danger of the tool is inversely porportonial to the
amount of noise it makes. I have seen a few horrific injuries with
a table saw or a radial arm, but I have seen more injuries with a
stanley knife than any other tool.
Count me among the injuries. Once, in my late teens I was cutting open
boxes and accidently cut open my hand and wrist... about 15 stitches.
Hit a vein just right and blood exploded out of my arm. Almost
completely severed a tendon. I was actually pretty lucky. That wrist
is still a little more fragile than the other. Yeah, those things will
hurt you ;-)
Joe Barta
www.diyprojects.info...
Originally posted by Valhall
If you don't agree with Lumos's theory - you're an idiot or not in touch with reality.
Originally posted by Lumos
All I said was that the scenario of AQ rigging the building with only the access a visitor would have is outside the sphere of rationality. Quite a difference to what you said, isn't it?
And besides: What's with your pledge that you would investigate the strange time-lapse a few weeks ago involving me and Agent Smith? No, you don't have to answer this time either - I think I have a fairly accurate understanding already.
Originally posted by craig732
Originally posted by Griff
i2.tinypic.com...
my drawing will be on the left and the NIST drawing is on the right.
Four of the core columns on your drawing are in different spots than the ones in the NIST drawing. Which one is correct?
[edit on 4-3-2006 by craig732]
Originally posted by Valhall
What if some one actually was able to get to the data from NIST; model the buildings; and show they couldn't have collapsed the way they did without explosive help? At that point, that's where you're at - there had to be explosive help. You can't just jump from there to
AND BUSH DID IT!
right? This is the type of illogical and flawed non-thinking that tends to turn people away from theories. You just can't make illogical jumps like that. You have to keep plodding forward and looking for the evidence, the facts.
Originally posted by Jack of Scythes
Greetings Fellow Believers,
Bringing down a building isn't hard if you know the harmonics of the structure you want to bring down.
In "Tesla: Man Out of Time," by Margaret Cheney, Tesla created a device that, when placed on the steel girders of a building, would create a harmonic frequency that would cause a building to shake and eventually be brought down in pieces. This device was roughly palm sized and had a wind-up key on it.
Now tell me...how complicated would it be to place this type of device on either or both towers?
Could the combined plastic shear resistance Fp of the columns of one floor (Fig. 3f) sustain this horizontal reaction? For plastic shear, there would be yield hinges on top and bottom of each resisting column; Fig. 3e (again, aiming only at an optimistic upper bound on resistance, we neglect fracture). The moment equilibrium condition for the column as a free body shows that each column can at most sustain the shear force F1 = 2Mp/h1 where h1 2:5 m = effective height of column, and Mp 0:3 MN m = estimated yield bending moment of one column, if cold. Assuming that the resisting columns are only those at the sides of the framed tube normal to the axis of rotation, which number about 130, we get Fp 130F1 31 MN. So, the maximum horizontal reaction to pivoting would cause the overload ratio
Fmax/Fp~10
if the resisting columns were cold. Since they are hot, the horizontal reaction to pivoting would exceed the shear capacity of the heated floor still much more (and far more if fracture were considered).
Since F is proportional to sin 2θ, its value becomes equal to the plastic limit when sin 2θ = 1/10.3. From this we further conclude that the reaction at the base of the upper part of South Tower must have begun shearing the columns plastically already at the inclination
Angle~2,8°
The pivoting of the upper part must have started by an asymmetric failure of the columns on one side of building, but already at this very small angle the dynamic horizontal reaction at the base of the upper part must have reduced the vertical load capacity of the remaining columns of the critical floor (even if those were not heated). That must have started the downward motion of the top part of the South Tower, and afterwards its motion must have become predominantly vertical. Hence, a vertical impact of the upper part onto the lower part must have been the dominant mechanism.
Finally note that the horizontal reaction Fmax is proportional to the weight of the pivoting part. Therefore, if a pivoting motion about the center of some lower floor were considered, Fmax would be still larger.
It has been suggested that the inelastic deformation of columns might have ‘cushioned’ the initial descent of the upper part, making it almost static. However, this is impossible because, for gravity loading, a softening of the load-deflection diagram (Fig. 5) always causes instability and precludes static deformation (Bazant and Cedolin 1991, Chpt. 10 and 13). The downward acceleration of the upper part is ü = N[P10 - P1(u)]/m where N = number of columns and, necessarily, P10 = mg/N. This represents a differential equation for u as a function of time t, and its integration shows that the time that the upper part takes to fall through the height of one story is, for cold columns, only about 6% longer than the duration of a free fall from that height, which is 0.87 s. For hot columns, the difference is of course much less than 6%. So there is hardly any ‘cushioning’.
The paper repeatedly claims to make the most optimistic assumptions about building survival with no discussion of what that means. It contains nonsensical engineering claims such as:
[... if the] majority of columns of a single floor to lose their load carrying capacity, the whole tower was doomed.
There are two major fallacies in this assertion:
* It implies that the columns were capable of supporting only twice the gravity loads they were bearing above the impact zone. This ignores the fact that the upper floors, lacking standing-room-only crowds, were not carrying their design live loads, and it implies that reserve strength ratios (the extra strength designed into a structure beyond what is required to resist anticipated loads) are two-to-one instead of the five-to-one typical in engineered steel structures.
* It implies that a failure of the columns to support the gravity loads above the impact zones would automatically lead to total collapse, despite the absence of a single example of a local collapse event leading to total collapse in any steel-framed building.
Originally posted by billybob
the remaining completely intact frame below was progressively more massive and stronger, and BZ's equations do not reflect this.
Originally posted by bsbray11
I don't think many people here are big fans of the idea of a mass of 13 floors crushing 97 floors without loss of speed, especially when most of mass is being ejected radially and the mass of those floors are totally lost pretty quickly.
The main purpose of the present analysis is to prove that the whole tower must have collapsed if the fire destroyed the load capacity of the majority of columns of a single floor. This purpose justifies the optimistic simplifying assumptions regarding survival made at the outset, which include unlimited plastic ductility (i.e., absence of fracture), uniform distribution of impact forces among the columns, disregard of various complicating details (e.g., the possibility that the failures of floor-column connections and of core columns preceded the column and tube failure, or that the upper tube got wedged inside the lower tube), etc. If the tower is found to fail under these very optimistic assumptions, it will certainly be found to fail when all the detailed mechanisms are analyzed, especially since there are order-of-magnitude differences between the dynamic loads and the structural resistance.
Originally posted by craig732
Four of the core columns on your drawing are in different spots than the ones in the NIST drawing. Which one is correct?
[edit on 4-3-2006 by craig732]