•NIST’s claim that the floor trusses sagged 42+ inches has not been proven by a representative experiment.
Firstly, why do you believe NIST should conduct an experiment to back up their hypothetical scenario?
(i)because if they dont their Pre-collapse hypothesis will remain unproven
(ii)because 3000 people died on 911 and they deserve that NIST’s hypothesis is backed by experiments whenever possible.
(iii)A better question would ask why you dont think they should prove their hypothesis?
(iv)In any event your response pleases me because you are essentially admitting that NIST has not proven their hypothesis through experimentation which is precisely the claim I wished to establish
Leaving aside the lack of any sort of proper facility to conduct this test
(i)“The Underwriters Labratories of Canada fire testing facilities in Toronto, has a furnace with nominal dimensions of 35ft by 14ft. Thus, full – or – large scale tests of floor assemblies can be tested in this furnace.” P33 202
http://wtc.nist.gov/NISTNCSTAR1-6B.pdf
(ii)But even if NIST hadnt the facilities that would not infringe on the point I was making
there is nothing surprising that a truss of 60ft in length can sag by under 4 feet surely?
(i)I agree there is nothing surprising that a floor truss will sag. I just want to see an experiment that proves unprotected steel, like that in the towers, will sag 42inches in 45 mins just like they display in their computer simulation.
(ii)Note that out of simulations only one exhibited inward bowing of the perimeter columns and this one involved the trusses sagging 42 inches.
(iii)They tested 4 floor assemblies with fireproofing one of them had as little as 0.5 inch insulation. There is no reason why they could not have tested a floor truss completely unprotected. The reason they did not is because if the truss in an actual experiment did not sag 42 inches, they could not use the 42 inches in the only simulation that worked?
Perhaps you would believe a simulation conducted by professionals from another country?
(i)If I dont believe a simulation by NIST sending me another simulation is hardly going to quench my scepticism.
(ii)The new simulation does not specify the amount of fireproofing used
(iii)It must have exaggerated the temperatures; I know this because in NIST’s simulation a non-insulated floor truss sags 42 inches after 45 minutes. Seen
here, figure 6-11 . But in the new simulation a non-insulated floor truss sags 42inches after just 13minutes of exposure.
(iv)In 1975, with only 0.5 inch fireproofing (NCSTAR 1-6 p282 PARA 12) the steel trusses in the north tower did not fail. Nor were they removed or replaced eventhough the fire lasted 3hours. So how come they did not sag 42+inches? Now if what you said was true –in all cases -
Steel can fail much more quickly than one hour.
Then i would have expected the trusses to fail in the 1975 fire, sooner in the wtc 7 fire, and in every steel framed skyscraper fire in history. But because this did not happen, I have good reason to doubt the simulations and suggest that real life experiments should have taken place.
(v)In the FEMA report (Appendix A)."In the mid-1990s British Steel and the Building Research Establishment performed a series of six experiments at Cardington to investigate the behavior of steel frame buildings. These experiments were conducted in a simulated, eight-story building. Secondary steel beams were not protected. Despite the temperature of the steel beams reaching 800-900° C (1,500-1,700° F) in three of the tests (well above the traditionally assumed critical temperature of 600° C (1,100° F), no collapse was observed in any of the six experiments."
(vi)Why is it that any real experiment or incident seems to contradict the NIST hypothesis?
Secondly, the 42 inch sagging is not "supposedly responsible". The sagging is a result of a loss of load bearing ability which results in the upper truss chord hanging in tension. This is what causes the inward bowing shown and as has already been linked, Newtons Bit has shown the maths behind this.
(i)Look what you just said is a more nuanced understanding of the mechanisms however what i said is not untrue because I took it directly from NIST’s collapse sequence
http://wtc.nist.gov/NISTNCSTAR1-6.pdf p68/470“the floors weakened and sagged from the fires, pulling inward on the exterior columns”; “floors sagging and exposure to high temperatures caused the exterior columns to bow inward and buckle – a process that spread across the faces of the buildings”; “collapse then ensued.”
This is a critical lack of thinking, you have failed to consider that the tests you require may not be worthwhile or even needed at all.
(i)A representative experiment is needed because otherwise the 42inch sag displayed in NIST’s simulation and responsible for the inward buckling which led to the initial collapse - remains unproven
(ii)It is needed because clearly not all steel behaves the same as noted in the experimentation with British steel, and the behaviour of the wtc 7 steel, and the resistance of the steel trusses in the 1975 north tower fire
(iii)It is only worthwhile if NIST considers proving their own hypothesis worthwhile. Obviously they dont and they avoid any representative experimentation in fear that it may contradict their PRE-determined conclusions. Poor science.
I understand the point you are attempting to make, but you seem to assume that truss sagging is some sort of bizarre unknown phenomenon that NIST should carefully dissect. It is not and in fact the trusses are designed to sag a certain amount when in normal use.
I dont. But given the pivatol role this 42inch sagging plays in their simulation it should be proven through experimentation. All they had to do was make a 5th floor assembly and leave it without fireproofing – thats it ! – and if the 42inch sagging after 45 minutes is as common place as you seem to imply then they had nothing to worry about. The fact that the trusses did not fail in 1975, and in the Bristish steel experiments, and took over three hours in wtc 7 is reason enough to test even the smallest assumptions.
I do, please explain your requirements for an appropriate experiment. This should include:
• Precise steel makeup
• Precise weld strength information
• Precise bolt makeup
• Precise fireproofing condition
• Precise load due to office furnishings and/or debris
• Precise fire distribution and atmospheric temperature
• Precise radiative heat emission
I doubt you can provide these, and NIST cannot provide perfect or precise data for any point. This is the point of FEA modelling, to solve these many variables as simultaneously as possible and as accurately as the data will allow. This type of modelling saves lives and saves a huge amount of money it seems you would misspend on experiments which are simply unable of being representative.
So your seriously telling me that it is impossible to construct an identical floor truss half-scale, like the other four floor trusses they did test in toronto, and expose it to fire without insulating fireproofing? Your telling me that we could build the twin towers but 30 years on we can not build an identical floor truss of WTC even with the blueprints? As for the other parameters there is nothing insurmountable, one could always over estimate and underestimate if and when necessary.
Another false dilemma, did NIST really shoot 15 rounds of a shot gun into a plywood box? Are you misrepresenting their experiments? Why would you do such a thing and yet require such an extreme amount of proof from your opponent? Hardly an even bias I would say.
It is only a false dilemma if there are no other available options. I noted that you fail to provide any. Besides I thought you were familiar with the NIST report? Yes that was the
experiment they conducted in order to prove that the fireproofing was “widely dislodged” (i.e. that ALL the [upgraded] fireproofing was removed on 5 floors). They fired 15 rounds into a plywood box containing flat steel plates. This is not representative because (a) there is no evidence that a jet turns into bullets on impact and (b) the fireproofing was removed from floor trusses and columns not a flate steel plate (c) et cetera.
.
It does not, this is an illusion as the upper section of WTC 1 rotated to the south as it collapsed. It's true enough that a reasonably large section on the north face did collapse but I don't see that this is incredibly unexpected given the amount of impact damage. This is the only reasonably clear video I know of the north tower from the south:
It does visibly disintegrate before the intact structure below the impact zone begins to violently explode, scroll down a little and see.
http://drjudywood.com/articles/BBE/BilliardBalls.html
Please look again at the video clip and tell me the truth in your next post – even
if it did rotate does the upper section above the impact zone not significantly disintegrate before the intact structure below begins disintegrating? You see if you can answer this honestly you can or should nolonger believe the “piledriver theory”.
1/10 of a building is never going to crush the 8/10 below and then itself. Thats the bottom line. On top of that because the towers fell in essentially freefall speed you must conceive the intact structure below as a vaccum of air offering little to no resistance to a smaller, weaker, disintegrating, collapsing upper section.
Probably not, nothing as large as WTC 1 or 2 has ever collapsed before to my knowing.
It pleases me that you can not find
one single example in the natural world when 1/10 crushes 8/10 of the same object and then itself.
Admit? I think you'll find a better word would be 'explain'. If you quote the relevant sections NIST explain nicely why they are unable. This is not something you can blame on NIST I am afraid.
(i)Explain? I think you’ll find a better word would be ‘admit’. I have read NIST’s explanation why they were unable. I am not blaming NIST obviously there hypothesis has its limitations – but tell me my friend how does explaning why they were unable in any way alter the fact that they were unable to explain the total collapse?
(ii)To put it another way imagine i asked you a math question in class but you were unable to answer the question. You then proceeded to explain to me the perfectly valid reasons why you were unable to answer the question e.g. you didnt have a calculator, the dog ate your math book, you find toofers an irratating bunch etc. These reasons x, y and z do not alter the fact that you were unable to answer the intial question.
(iii)Now because NIST are unable to explain total collapse means (a) their theory is a PRE-collapse theory (b) total collapse remains unproven (c) they should step aside because CT’s can explain the total collapse.
Indeed, perhaps you should read the first pages of the reports. NIST were not investigating to satisfy the requirements of conspiracy theorists. They were investigating to determine what caused the collapse and how to prevent it in future. Once the building has begun collapsing they have failed.
(i)Objective 1: Determine why and how WTC 1 and WTC 2 collapsed following the initial impacts of the aircraft and how and why WTC 7 collapsed.
http://wtc.nist.gov/pubs/NCSTAR1ExecutiveSummary.pdf
By your standards of evidence then any theory will remain unproven.
Really? Sure in your next post that's your ‘new’ position
Nothing in science is proven
Peace