Scheuerman is or knows a good writer, and has a book to sell.
Mr. Scheuerman wrote up his comments, provided them to NIST, and has made them available for free on the 'net. You don't have to buy his book.
I remind you, as I remind everyone periodically, to keep this thread respectful.
My biggest problem with all 3 of those building fires, was that regardless of the observed precursors, the collapses were so "sudden."
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We know that controlled demolition is capable of generating such an instant core failure, and that depending on how it was orchestrated, could have produced the observed collapse results, including the pre-collapse of the east penthouse.
Unlike your hypothesis, the 'ability of a controlled demolition' to produced the observed collapse results, requires no assumptions or speculations.
There is a fundamental confusion that you have, and that is that a fire-induced collapse would be gradual. This simply is not expected under almost any conditions.
With only the rarest of exceptions, buildings are not designed to move. Their strength is calculated to support their static load, with a generous reserve, but that is all. Once a structure begins to move, however, if the remaining structure is to survive, it must not only continue to provide the static strength, but must also provide enough additional force to overcome the inertia of the descending pieces. This force requirement can easily be ten or even a hundred times the static strength in an ordinary collapse. Needless to say, few structures indeed have this kind of reserve.
If you want a slow and gradual collapse, you need one of two things -- either a case where the structure has multiple independent cells, or you need a collapse near the very top.
There are cases of structures, typically concrete structures in earthquakes, where, say, one half of the building collapses while leaving the other half standing, at least for a little while. This is because concrete is very strong in compression but fails quickly in tension, and some of these structures (i.e. old ones with weak or corroded rebar) will have one section completely break off rather than pull the other section along with it. This is a bug, not a feature, because this shearing behavior precludes using the rest of the structure as an alternate load path. The structure that doesn't break apart, leaving pieces standing, might have not experienced any collapse at all. Ronan Point is one example of this situation.
The other case, more familiar to us because it is much more common, involves lightweight structures including barns, warehouses, and the like. Here you do see a gradual collapse in most fires, and this is typically because of the structure's design, uneven heating, and the plastic behavior of steel. Once steel exceeds its maximum strength, it can still stretch, and its strength doesn't go to zero immediately. Before it snaps, it still retains perhaps 80% of its pre-damage strength, and can deflect another few percent as it does so. This slows down the collapse. However, this is not a buckling failure. This is a more ordinary overload, typically of long roof beams, with very little weight above it.
In a well-designed and large steel building, the root failure is quite different -- it's a buckling failure. Unlike the shed example above, when a steel column begins to buckle, its strength goes to zero very quickly. This is because the mechanics of buckling are different. Instead of bowing a long beam in the middle, i.e. transverse stress which is rather "springy," the column is loaded along its axis. This is not so "springy," and the load compared to the amount of steel in use is typically much higher. Columns can buckle before getting anywhere near their plastic limit, so called elastic buckling, depending on the load and their dimensions. So the creeping and necking behavior of steel makes no difference here. Once those columns buckle, the load above is almost completely unsupported.
When only a single column buckles, the amount of displacement in the structure -- again, in a well-designed building -- is minimal. The load formerly borne by that column is distributed to other, nearby columns. So the building's appearance only changes slightly. At least, it does until it has no more load-sharing to give. At that point, the next buckling failure will
immediately cause motion, and unless the horizontal connections all break before the remaining columns (which are already loaded to the brink) fail, the whole thing will come down. This is
exactly what we expect in a steel-framed structure. Under no circumstances do we expect a partial or a gradual collapse.
This is also why every post-9/11 skyscraper I know of has been built with a concrete core. Concrete has different fire resistance, different creeping behavior, and if built into a monolithic core is virtually immune to buckling failure. You may see steel components break off of the concrete sections, as we saw in the Windsor Madrid, but it is unlikely for both to fail. On the other hand, the concrete core is so massive that if it was to be fractured low in the structure, there's no way to keep it from tumbling. New skyscrapers are thus much more collapse-proof with respect to fires, but require other countermeasures against earthquakes. And large bombs.
Regardless, you prefer to support the NIST and Arthur Scheuerman hypothesis which eliminates any notion that unknown others, besides the 19 Al Qaeda terrorists were involved in the destruction at WTC Ground Zero.
That hypothesis centers around the premise that a single core column failure lead to the global collapse of WTC 7.
That hypothesis requires fires of extremely high temperature that were supposedly capable of forcing a major core support column to buckle and snap.
NIST in it's public memorandum explaining the further delay in it's final draft WTC 7 Collapse Report, indicated that they were no longer considering diesel fuel as a factor in the fuel that supplied the known fires.
The single-column failure hypothesis I described previously is based on an observation of the collapse dynamics, and nothing else. It was not specifically chosen to repudiate any set of actors. Had WTC 7 collapsed in this manner
without fires, I would still have proposed a single-column failure low in the structure, but instead suggested that an explosion, accident, or structural flaw had been at the initiating location.
The specific design of WTC 7 does not require "extremely high temperatures" to collapse. Ordinary temperatures
at a long duration or over many different areas is sufficient. As we saw in the WTC Towers, designs incorporating many long-span floor elements are especially susceptible to fire. The "critical temperature" that the steel columns require to buckle is not determined solely by the properties of steel. Instead, it is closely coupled to design. Because of the long-span trusses and the potential for eccentric loading and loss of horizontal stability, the "critical temperature" in WTC 7 could have been very low, perhaps 500
oC or even less. This is a difficult question to answer without sophisticated modeling, so again I remind you that I am speculating, and waiting for the NIST Report.
This leaves us with office contents as fuel, and if you allow me to extrapolate from NIST's WTC Collapse Report, NIST found that individual fires had a life expectancy of approximately 20 minutes before peaking and moving on. In WTC 7 we aren't dealing with the reasonable assumption of some initial core damage (as would have occurred with aircraft impacts) and we don't have the NIST argument of bowing trusses.
Yes, NIST found in NCSTAR1-5B that individual workstations in WTC 1 would burn for perhaps 20 or 30 minutes before entering a longer smouldering period. However, we know for a fact that several floors low in WTC 7 were burning continuously for
several hours. Some of this is going to be due to slow spread of fires. Some will be due to the more oxygen-starved nature of WTC 7. There also could have been a much higher fuel load in WTC 7. Nonetheless, direct visual evidence confirms that some areas of WTC 7 were exposed to heat for much, much longer periods than 20 minutes. In my mind, there is little doubt that it was one of these regions where the initial failure occurred.
You say the whole building was sagging. Why? What does that really mean? Why would a mammoth building like WTC 7 sag and create a 3 story "bulge" based on the limited structural damage it sustained?
The sagging, like the collapse, is in my opinion due to heat, not the impacts. But this is absolutely proof positive that the fires not only
could cause structural damage, but
did.
The bulge can only mean that the structure was deforming, and therefore some parts of the structure were no longer able to carry their load. There is no other explanation possible. That this occured about five hours before the eventual collapse should give you some pause. What probably happened, again, to create the bulge is the following:
- Fires on several floors weaken the long spans between perimeter and core
- Long spans lose compressive strength and sag
- Weakening floors remove horizontal support for core and perimeter columns and introduce eccentric loads on both
- The upper structure tilts slightly (~ 1 degree or less)
- Some loads are redistributed, and the upper structure halts at a new, temporary equilibrium
- Tilt in the structure compresses the perimeter along one side, creating a visible bulge in the exterior
I further speculate that it is this mechanism that led to the initial failure. The floors may not have needed to sag very much in order to contribute to a loss of stability, provided that several floors did -- and the duration and numerous floors of the fire suggest this indeed happened. The more floors sag, even if only a slight amount, the longer the effective column length becomes in the core, and the less resistance it has to buckling. Even if the core column itself isn't weakened by fire, which it certainly was.
There is also
contraction after cooling to take into account. I don't know when burnout occurred on any floor, so I cannot evaluate this, but combined with sagging on floors still burning, there are many contributory mechanisms to core failure, even at moderate temperatures. Again, the "bulge"
proves this was taking place.
Much like the Official Story's view of the Twin Towers collapses, I see this as another hypothesis that is reverse engineered based on a pre-conceived modus operandi.
It starts with the premise that fire caused the core failure and proceeds to create a very elaborate working hypothesis that confines itself to supporting that highly questionable assumption.
It's very easy to make argument supporting assumptions once you commit yourself to a "why" conclusion.
There are several ways to attack this concern. One of them, the one that I've followed here, is simply to explain that the collapse phenomenology is completely consistent with a plausible fire-induced failure mechanism. At that point, you have to accept that
both fire-induced and explosive-induced hypotheses are valid, and compare them directly. I have not yet answered this new question.
If you'd like to take a swing at this new question yourself, you should start with the following: How does the "bulge" fit in with the explosives-induced hypothesis? If it doesn't, then you've already determined which of the two phenomena is the better theory. And there are numerous other tests as well.