Hello readers....had a good day? A few drinks, some sex, a light brunch?
Goodness me, this Ashley's a scream...now he's comparing himself to Robert Fisk, John Pilger and Noam Chomsky!
Oh, the ego of Truthers. Not only are they they ones to save us from the nasty, evil enslavement of the NWO, but they're the ONLY ones who know what's actually going on.
Hell of a responsibility for a bunch of nutjobs, eh?
Problem is, he's completely wrong, as usual. Chomsky has made it plain on many occasions that he doesn't believe 9-11 was an inside job, and that science explains the building collapses. You want Proof? Google 'Chomsky 9-11 Conspiracy', and you'll have pages of it. You will also find numerous videos of him explaining why he is NOT an inside job supporter (and Truthers whining he's a stooge of the NWO...Lol!)
As for Pilger, same deal. Both he and Chomsky ignore the inside-job nonsense, but argue the Bush administration used the event for their own advantage, something the Truthers simply cannot comprehend. Nor will you find any links to 9-11 Truther sites on their official internet sites. Hmm, wonder why?
Now, to Mr Fisk. He wrote an article in 2007 asking questions (many of the ones suggested by Truthers) about 9-11 being an 'inside job'. He wanted answers, but guess why: to stop the 'ravers' (his quote) coming to his lectures.
Get that? He simply wanted answers so the Truther idiots would stop annoying him, yet Truthers like Ashley, unable to see any difference between this and supporting the inside job claim, use this as him SUPPORTING the theory!
Ashley, darling, could you please find his follow up article, the one where he SUPPORTS the theory of an inside job? I'm sure all the readers here will be fascinated to read it. Take your time, sunshine, we can wait...
And while we are at it, during my time searching for for above, I came across this article,
'We See Conspiracies That Don't Exist
The Physics of 9/11 By MANUEL GARCIA, Jr.
(
http://www.counterpunch.org/physic11282006.html)
According to Counterpunch, Manuel a native New Yorker who works as a physicist at the Lawrence Livermore National Laboratory in California with a PhD Aerospace & Mechanical Engineering, from Princeton His technical interests are generally in fluid flow and energy, specifically in gas dynamics and plasma physics; and his working experience includes measurements on nuclear bomb tests, devising mathematical models of energetic physical effects, and trying to enlarge a union of weapons scientists.
Clearly, he supports the official view of the collapses and is therefore, in your opinion, another of the 'clueless idiots'. Here is some of his stuff...it's a bit too complicated for me, sunhsine, so could you point out his mistakes for us all? Anyway, here he is...
"How could the WTC towers collapse in only 11 seconds (WTC 1) and 9 seconds (WTC 2), speeds that approximate that of a ball dropped from a similar height in vacuum (with no air resistance)?" (NIST FAQ #6)
The suspicion behind this question is that the Towers were weakened by surreptitious, controlled demolitions. In this view, the structure below the impact zone (where airplanes collided, exploded, and fires burned) "should have" provided resistance to the descent of the block above the impact zone, slowing or even stopping the collapse.
The NIST response is that the lower structure was only designed to hold up the weight above any given floor statically, not dynamically. The force imparted by the collision of the upper block was beyond the limits of the lower structure to resist. The lower structure was essentially crumbled by a "hammer" of descending material, and the mass of this hammer increased during the course of the collapse.
Let's explore further.
¦ Problem 1, Force Balance
Once the framing in the impact zone has failed, the upper block is accelerated by gravity until it crashes into the lower structure below the impact zone. Labeling the mass of the upper block m, and its speed v, the block would have a momentum m*v and an energy of (1/2)*m*v^2. Its weight would be m*g, where g is the constant of gravitational acceleration (9.81 meters/second^2).
The balance of forces on the upper block as it impacts the lower structure is presented here as the impulse momentum form of Newton's 2nd Law:
The time rate of change of momentum = The sum of the forces,
[m*v(final) - m*v(initial)]/dt = F - m*g.
Here, positive direction, velocity and force are taken to be vertically upward; dt is a label for "delta t", a very brief time interval during which the impact occurs and the momentum changes from m*v(initial) to m*v(final); and F is the force of resistance by the lower structure. If A is the net horizontal cross-sectional area of the load-bearing columns of the lower structure, then F/A is the average compressive stress across that area.
This type of force balance is applied to the impact at each floor, sequentially, by redefining m as the mass above it, v(initial) as the outcome of the alternating floor impacts and free falls during prior compaction, and v(final) as the outcome of the latest impact.
We can regroup the terms of the force balance as follows:
F = m*g + m*[v(final) - v(initial)]/dt,
F = m*g*[1 + {v(final) - v(initial)}/(g*dt)],
F/(m*g) = 1 + {v(final) - v(initial)}/(g*dt).
Before each building was perturbed, the upper block did not have any motion, v(initial) = v(final) = 0, and the magnitude of the upward-directed, resisting force of any part of the structure was equal to the weight of material above it; F/(m*g) = 1.
When an upper block drops through an impact zone that has lost structural strength, and crashes into the rigid lower structure, it imparts a dynamic force in addition to its weight. The dynamic force is the second term in the last expression for F. The total force, F, acts during the time interval dt during which the momentum of the upper block is reduced (in magnitude) from m*v(initial) to m*v(final). Clearly, the lower structure will crumble when F is greater than the maximum force it can support, or when F/A is greater than the maximum stress it can withstand.
¦ Problem 1, Numerical Example of Progressive Collapse
Free fall without air resistance from a height H takes time T, given by
T = square root [(2*H)/g].
At any time 0 < t < T during the free fall, the velocity is given by
v(t) = -g*t, (negative sign for downward direction),
and position is given by
h(t) = H - (1/2)*g*t^2.
So, for H = 440 m (=1443 feet) the free fall time is T = 9.5 s, and the velocity slamming into the ground is -92.9 m/s = -208 mph.
What actually happened in the buildings? We consider a suggestive numerical example.
With the onset of failure, the upper block drops through a space of L = 3 meters, taken to be the distance between floors. Starting from rest at time t = 0, the block reaches a velocity of v = -7.7 m/s at t = 0.78 s. The descending block makes contact with the topmost stationary floor of the lower structure.
We will assume these floor structures to be dL = 1 meter thick (1 meter = 3.28 feet). Each floor structure is a framework of steel below and within a layer of concrete. The floors spanned a distance of between 10 m and 20 m between the outer square perimeter (63.4 m a side) and the core support along the axis of the building, which housed elevator shafts, stairwells and support columns, within a rectangular area of [42 m x 27 m].
Impact is a very brief process whose duration is dt = 1/100 s. During the impact, energy ripples through the floor structure as elastic waves in the steel and concrete; the velocity of these stress waves is V(steel) = 1900 m/s and V(concrete) = 930 m/s; the wave speed is a property of the material (P-waves). The waves traverse the thickness of the floor structure in a time dL/V = 5/10,000 s for steel and 1/1000 s for concrete, so they can bounce between 10 to 20 times across the 1 m thickness; and they can run along the span of the floor within 0.005 to 0.01 s.
The waves alert the volume of the floor structure to the imposition of a new load, and infuse that volume with much higher stress. The floor structure is deflected downward a distance d = -0.077 meters (3 inches) during impact. In becoming stressed, the floor structure absorbs some of the energy of the descending block, slowing it by dv = 0.5 m/s (in this example). Within dt = 1/100 s, the floor structure has transmitted the force of the new load to its joints with the building's core and periphery.
Recalling the last form of the force balance, and inserting the numbers from this example, we find the magnitude of the total reaction force to be
F/(m*g) = 1 + dv/(g*dt) = 1 + 0.5/(9.81*0.01) = 6.1,
a load of six times the weight of the upper block.
I continued this particular calculation, floor by floor, as a sequence starting from rest: free fall for 3 m, impact delays transit for 0.01 s and decreases descent velocity by 0.5 m/s, free fall for 3 m, transit delay and velocity decrement as before, and so on. The block reaches the ground in 10 s with a total of 87 floor impacts. The collapse of 344 m (1128 feet) accelerates from -7.2 m/s (-16 mph) after the initial impact, to -46 m/s (-104 mph) at the ground."
So, Ashley, that's it...obviously, according to you, he's got it COMPLETELY WRONG. As for me, it's all a little bit too complicated. Anyway, I'm sure all the readers here will be FASCINATED with your reply debunking this...
Also, check out this comment from Alexander Cockburn, in his article 'The Age of Irrationality, The 9/11 Conspiracists and the Decline of the Anmerican Left':
"What is the goal of the 9/11 conspiracists? They ask questions, yes, but they never answer them. They never put forward an overall scenario of the alleged conspiracy. They say that's not up to them. So who is it up to? Who do they expect to answer their questions? When answers are put forward, they are dismissed as fabrications or they simply rebound with another question."
http://www.counterpunch.org/cockburn11282006.html
Now, who does that remind me of...