REICHSTAG 911: III AN OPEN-LIP TRUSS ANALYSIS
III AN OPEN-LIP TRUSS ANALYSIS
PART I: INTRODUCTION
PART II: ELEMENTS OF THE ARGUMENT WITH EVIDENCE IN SUPPORT
A) PRECIS OF THE ARGUMENT IN THE MAIN
– FAIL POINT ANALYSIS
– PRELIMINARY LOOK AT BUILDING COMPONENT ELEMENTS
– AN OVERTURE OF THE OPEN LIP TRUSS ANALYSIS ARGUMENT
B) OPEN LIP TRUSS ANALYSIS & ARGUMENT IN THE MAIN
PART III: ELEMENTS OF THE DESIGN & STRUCTURE
PART IV: FORENSIC EXAMINATION OF EXISTING EVIDENTIARY BODY
PART I: INTRODUCTION TO A REICHSTAG911 ANALYSIS
ESSENTIAL REQUIREMENT OF READER: The capability to question what the government has told you.
THE PATRIOT is not patriotic because he follows the government unquestioning- he IS a patriot BECAUSE he questions his government & those in authority ALWAYS and is willing to lay down his life for his brothers & sisters in order to safeguard the SOMETIME GOODLY Republic & thereby SAFEGUARD they’re freedom. In times of trouble it IS OF THE UTMOST IMPORT to hold to the tried true & tested foundation for if in times of trouble you surrender the foundation then IT WILL ENCOURAGE THE DOMESTIC ENEMY TO PURPOSEFULLY CREATE TROUBLE counting on the fact that you will abandon the foundation and therefore the domestic enemy can succeed where in normal times he would meet with failure. Thus it is that the patriot is rarely regarded with esteem or acknowledged in his own time AND thus it is that THE TRAITORS dress in the easily recognized garbs of ‘the patriot’ and from that citadel reach forth in safety to commit ever-more egregious acts of sedition. This fact is the raison d’etre for the wise Thomas Jefferson to note:
“… what country can preserve its liberties if their rulers are not warned from time to time that their people preserve the spirit of resistance? Let them take arms. The remedy is to set them right as to facts, pardon & pacify them. What signify a few lives lost in a century or two? The tree of liberty must be refreshed from time to time with the blood of patriots & tyrants. It is it’s natural manure…”
From Thomas Jefferson to William Smith
Paris, November 13, 1787
The tried true & tested foundation of the sometime goodly Republic is the DECLARATIVE AXIOM, expressed in our
inaugural GREAT WRIT: THE DECLARATION OF INDEPENDENCE. Had my ORIGINAL JURISDICTION CASE BEEN HEARD and the brief that was stolen; instead then- introduced in the SUPREME COURT…history may very well have recorded the following words that I wrote in that brief two decades ago:
“…the great statesman Daniel Webster once had occasion to arise in that august house of the peoples to announce that when we find ourselves in the storm tossed seas of the political tumult there is a chart to which we can refer to guide us to safe & sure harbor…that chart is THE CONSTITUTION OF THESE UNITED STATES OF AMERICA. I rise now before the honorable court to evince that the DIVINING LIGHT by which these markings are discerned is the DECLARATIVE AXIOM, the interpretation of our eminent chart must flow from this light of divination and arise directly from this true, good, and proper foundational cornerstone else we are susceptible not to find that safe passage to the inviolable harbor of GOD GIVEN & INALIENABLE RIGHTS but instead crash upon the hazardous reefs of established sedition through distraction heeding the siren solicited populous tides all clamoring for their own undoing stoked by the political firebrands of the day whose callous pursuit of vainglorious power sets aside all concern for past, present & future AMENS that affirm both our sometime goodly Republic with full and unfettered democratic manifestations and our way of freedom & liberty for all: truth & light in this dark world…such corruptive and treasonous yet widely accepted & adopted doctrine is the very nature of the seditious victims’ rights laws- Article 1 Section 28 utah con. and title 77 ch 37 & 38 utah cr. cd. THE VICTIMS’ RIGHTS LAWS…”
“…We may be tossed upon an ocean where we can see no land — nor, perhaps, the sun or stars. But there is a Chart and a compass for us to study, to consult, and to obey. That chart is the Constitution…”
…My brief was stolen and never seen by my eyes again,it was never introduced in ANY court of law, and now it is going on 22 years that my supposed GOD GIVEN RIGHT to DUE process has been ablated!
THE ARGUMENT FROM ANALOGY
I believe the following anecdote is universal in its aspects and thus is persuasive in introducing & encouraging people to engage in an honest & REAL analysis of the events that occurred on September 11 2001, what I and many others- with VERY GOOD REASON term: REICHSTAG911. I also hope this will serve to inculcate in people an understanding of the absolute necessity to ALWAYS question what the government tells them.
ARGUMENT FROM ANALOGY: Say you went into the local IHOP and ordered pancakes. You pay and take your seat with your family, it’s Sunday- who wants to do dishes, the whole family is there, church was attended and everyone is looking forward to an excellent breakfast before beginning the arduous task of relaxing for the rest of the day.
The chef then walks around from the counter and DUMPS 5 LBS. of flour on the table!
Now, there IS NOT ONE individual on planet earth that would then not DEMAND that the get their cash back and even would most certainly make a scene, security & the police might be involved and a law suit might follow… BECAUSE that $20.00 matters and so does the fact that you ordered PANCAKES- not the ingredients of pancakes dumped all over your table, ruining your families Sunday Morning. NOW THAT IS FACT- NO ONE WOULD SIT STILL FOR THAT- NO ONE…AND YET…
on September 11 2001 the WHOLE WIDE WORLD ordered pancakes and instead received 325,000 cubic meters representing 780,000 metric tons of solid heavily steel re-enforced concrete floor slab particulate dust aka ‘flour’ dumped on their tables. CONCRETE DOES NOT DISINTIGRATE- try tossing some off the tallest building in your hometown- it will shatter but it will NOT TURN TOTALLY INTO A FINE PARTICULATE POWDER.
…NOW WE ALL KNOW THAT $ 20 & YOUR DIGNITY WOULD CAUSE YOU TO ACT…the only question now remaining is how much are the lives of the 300+ firefighters & 3 000+ innocent american civilians to you…are they worth $20.00…$100.00 are they worth your dignity and your families dignity…how about worth laying down your very life for? They were willing to lay down theirlives for the preservation of life…the lives of strangers they never met and their lives & deaths are now being used to bring further death of the innocent into being…Jesus
said that the GREATEST LOVE is to lay down your life for your brothers or sisters- when those firefighters went down to ground zero they did so totally willing to lay down their lives for their brothers & sisters. NOT only were they set up for the drive by and purposefully and SPECIFICALLY MURDERED but NOW instead of their lives being laid down to save life their sacrifice is being used to murder the innocent around the world in the LIE that IS the war on terror. When does such a war end? How can it end? Who surrenders? Who loses & MOST IMPORTANTLY WHO WINS- what do they gain- what is there reward?
PART II: ELEMENTS OF THE ARGUMENT WITH EVIDENCE IN SUPPORT
Like all crimes REICHSTAG911 must be examined according to the following three elements:
MOTIVE OPPORTUNITY REWARD
This analysis seeks to make explicable not just the parties involved, their means, access, and capabilities, they’re intents & the results of the crime- but seeks to place clearly before the public the causes & rewards sought by those responsible…their ANTI-PURPOSES if you will. It has become a certainty within the context of the total universe of the facts that REICHSTAG911 was orchestrated by two distinct groups of conspirators in this regard- BOTH with mutual rewards attainable ONLY in the wake of the ESTABLISHMENT of a World Wide War on terror…something I term, AND WITH VERY GOOD REASON: WORLDWIDEWACO! This world wide war on terror is never ending and allows the violation of nation-state sovereignty anytime and at will. The two groups are definable by their REWARDS and SPOILS of this contradictory, illegal & unconstitutional series of crimes against humanity that is in fact TERROR by definition…the TWO GROUPS INVOLVED ARE those whose desire is to control PIPELINISTAN and those who desire to establish BIBLICAL BORDERS for the state of Israel. The jews and their corporofacists traitor slaves here in the United States of America!
THIS OPEN-LIP TRUSS ANALYSIS IS ONE FACET OF THE BROADER WORK CONTAINED ON THIS BLOG THAT IS THE BODY OF EVIDENCE & ANALYSIS FROM WHICH THE REICHSTAG911 INDICTMENTS THAT APPEAR AT THE END OF THIS BLOG ARE FORMULATED…IT IS KIND OF LIKE A EUCLIDEAN: ’13 BOOKS OF THE ELEMENTS OF REICHSTAG911′ © APPROACH
PRECIS OF THE OPEN-LIP TRUSS ANALYSIS IN THE MAIN
Essentially the open-lipped truss analysis arrives at, and reveals, THE FACT that there is absolutely NO POSSIBILITY that the open-lipped trusses could maintain structural integrity WHILE FAILING; OR EVEN AS UNCOMPROMISED MEMBERS NOT FAILING…such that they could develop the forces required to deflect the perimeter columns sufficiently to the point of failure- IN ADDITION: TO ALSO develop the forces required to deflect the core columns sufficiently to the point of core column failure & finally it is AN ABSURDITY to suggest that those forces could be developed & arrived at IN THE SAME INSTANT to allow the possibility of A UNIVERSAL FAIL MOMENT PRECIPITATING A GLOBAL COLLAPSE that would be required under ANY OF THE OFFICIAL CONSPIRACY THEORIES offered to the public by the government to explain the ‘collapse’ of the twin towers in a scenario NOT involving explosives & hi-tech chemical/mechanical/ neutronic weaponry to disintegrate the buildings.
Simply put: the weakest link in a chain is the point where it will fail & in the twin towers that weak link would be the
open-lipped trusses AND THEIR FASTENERS: THESE MEMBERS & ELEMENTS WOULD FAIL LONG BEFORE THE MAGNITUDE OF FORCES REQUIRED TO RESULT IN PERIMETER & CORE COLUMN DEFLECTION COULD BE ARRIVED AT IN ANY MOMENT…
FAIL POINT ANALYSIS
The list of elements that would be expected to fail- LONG BEFORE DEVELOPMENT OF THE SUFFICIENT FORCES REQUIRED TO CAUSE PERIMETER AND/OR CORE COLUMN FAILURE are:
1. The Spandrel WELDS of the 90 Degree Angle Iron Top Chord Fastening Plates to the Spandrel Plates
2. Spandrel to Spandrel Connection End Plates- MOST SIGNIFICANTLY THEIR BOLT & NUT FASTENERS
3. Bolts & (under unanticipated vertical loading) ESPECIALLY THE NUTS on bottom of Bolts- Truss to Angle Plate Fastening
4. The Wire, Gussets & The Damping Units
5. The Rod Diagonals That Act As The Open-Lipped Truss ‘Webbing’
6. The Open-Lipped Truss Units and Transverse Truss Units Themselves
7. The Steel Re-Enforced Concrete Slabs & The Corrugated Pans These Slabs Were Poured Onto
[PLEASE NOTE: The precis does NOT drill down into all of these elements, and it also does not drill down exhaustively. This is a quick overview to provide the essential outline/argument so that as we look at this in depth you will already be acquainted with the fundamental proposition and can take an adverse or accepting position as we proceed- in either instance I believe that anyone who is honest, has simple common sense, and intellectual integrity as well as some measure of rigor…will see the TRUTH if not about the total universe of the facts answer I have to REICHSTAG911, at least a complete DISMISSAL of the OFFICIAL CONSPIRACY THEORY AS AN ABSURDITY OF ABSURDITIES THAT IS BEYOND MERE IRRATIONALITY TO ASCRIBE TO!]
The forces required to be developed within the Open-Lipped Truss Assembly & Fasteners would have to cause deflection of the perimeter columns by a minimum of 3” – 4” in order to result in any perimeter column failure. PLEASE NOTE: DESIGN OF PERIMETER COLUMN ‘TREES’ EXTENDED PERIMETER COLUMN LOAD DEVELOPMENT CAPABILITY FOR RESISTING FAILURE FROM TYPICAL LOADS FOR SINGLE PERIMETER BOX COLUMN UNIT. Here are images of the PERIMETER COLUMN TREES:
A POINT OF FAILURE exists for the PERIMETER COLUMNS & THE PERIMETER COLUMN TREE UNITS AS MADE & INSTALLED- This fail point exists at the VERTICAL JUNCTION OF EACH INDIVIDUAL PERIMETER COLUMN AND THE VERTICAL PERIMETER COLUMN UNIT TO UNIT JUNCTION (At the Tops & Bases- 4 bolts joined each column and in many pictures you can see the cut out sections near the bottom & tops of these columns for inserting hands and wrenches to tighten the fastening nuts to the bolts in each ‘Stack’).
THE ‘TREE’ DESIGN with the STAGGERING of these joints (FAIL POINTS) ensured that no Single Tower Floor would represent a continuous sheer point line. NOTE ALSO: the design placed EACH FLOOR elevation at SPANDREL elevation and angle brackets welded to these spandrels that accepted the TOP CHORD of the open lip trusses, thus any deflection failure of the columns generated by the floor trusses developing inward forces would cause deformity over the entire spandrel face. In the series of pictures below we will look for evidence of failure & of deformity of the structures’ elements and see if we can find the FAIL POINTS and then try and square that with the reality of what we observed on REICHSTAG911 and RELY UPON THE FACTUAL EVIDENCE FOUND WITHIN THE DEBRIS FILED that resulted.
First up is a FAIL POINT where we totally expect FAILURE TO OCCUR- the nuts & bolts joining the perimeter column trees together at the tops & bottoms of each perimeter column have a weak point that is the thickness of the THREAD…imagine a mushroom cap popping off a mushroom stem. We would expect that ANY vertical overloading would definitely cause striping of the thread and nuts popping off the bolts in the same way!
PERIMETER COLUMN TOP TO BASE JUNCTION NUT & BOLT FAIL POINT
We also expect bending and distortion of these bolts as we have observed in the above debris field pictures.[See Also: Debris Field Analysis contained on another page in this blog].
FOLLOWING THIS PRECIS OF THE ARGUMENT IN THE MAIN ON THIS PARTICULAR BLOG PAGE WE WILL DRILL DOWN INTO THESE ELEMENTS OF THE ARGUMENT MUCH MORE THOROUGHLY, FOR NOW A QUICK OVERVIEW DEMONSTRATES THAT WHEN WE CONDUCT OUR OPEN LIP TRUSS ANALYSIS WE MUST FIRST TAKE COGNIZANCE OF TWO THINGS: THE DESIGN & CONSTRUCTION OF THE ACTUAL BUILDINGS AND THE OBSERVED FAIL POINTS AS WITNESSED BY THE DEBRIS FIELD ANALYSIS- THIS IS EVIDENCE HIDING IN PLAIN SIGHT AND THAT HAS BEEN SWEPT ASIDE IN THE RUSH TO DESTROY EVIDENCE AND OBSTRUCT INVESTIGATIONS INTO WHAT ACTUALLY HAPPENED THROUGH AS TOTAL A UNIVERSE OF THE FACTS AS IS POSSIBLE. THIS IS BEING ACCOMPLISHED BY THOSE WHO HAVE FAR TOO NARROW A SELFISH INTEREST IN ADHERING TO THEIR OWN PARTICULAR THEORY OF THE CRIME/CASE, THE IGNORANT & UNCARING THAT EVERY SOCIETY IS BURDENED WITH A MAJORITY IN NUMBER OF IT’S PEOPLE AND SOME OF THESE ARE DISINFORMATION AGENTS OF THE STATE OF ISRAEL & THE US TRAITORS INVOLVED- ACTING PURPOSEFULLY- PEOPLE MUST STOP BEING TOTALLY DISMISSIVE FOR ANY REASON OF THE BROADER APPROACH REQUIRED WHEN DEALING WITH AN ESTABLISHED, DEDICATED, COMMITTED AND POWERFUL BROADLY BASED DOMESTIC ENEMY CABAL THAT HAS PLANNED AND EXECUTED AN EGREGIOUS CRIME AND ENSURED THEY HAD CONTROL OF THE MEDIA PRIOR TO CARRYING OUT THEIR CONSPIRACY TO COMMIT MASS MURDER AND THEFT: FOR THE TWIN ANTI-PURPOSES OF BIBLICAL BORDERS AND PIPELINISTAN. EVERYONE MUST AVOID PLAYING INTO THEIR HANDS AND INSTEAD APPROACH THIS CRIME THE SAME AS ANY CRIME…FOCUSING ON FACTS AND THE SIMPLE INDISPUTABLE CONCLUSIONS THAT CAN BE DRAWN FROM THEM- EVER SEEKING AS TOTAL A UNIVERSE OF THE FACTS AS IS POSSIBLE TO GATHER AND DETERMINE!
Second we move on to the above mentioned SPANDREL PLATE and OPEN LIP TRUSS JUNCTIONS. In the next series of pictures we preliminarily address the elements of the 90 DEGREE ANGLE PLATE, the WELDS that held these units to the SPANDREL PLATE, the NUTS & BOLTS that joined the TOP CHORD of the OPEN LIP TRUSS to the 90 DEGREE ANGLE PLATE and the SPANDREL PLATE RIBBON CONNECTIONS. ALL OF THESE REPRESENT EXPECTED FAIL POINTS AS THEY ARE AGAIN THE WEAKEST LINK OF THE CHAIN as far as these structural elements are concerned.
SPANDREL PLATE FASTENER FAIL POINT
It is difficult to examine the FACTUAL PICTORIAL EVIDENCE found in the debris field canon of images and NOT find hundreds of examples of COMPLETE PERIMETER COLUMN TREE UNITS…in fact go the other way and count all the debris pile images you can find that DO NOT have at least one example of A COMPLETE PERIMETER COLUMN TREE UNIT in it…regardless of the particular damage to these units and their location in the original building,(at top, middle, bottom, corner), as a modular three story, three PERIMETER COLUMN TREE UNIT it is AN ABSOLUTE FACT THAT CANNOT BE DISPUTED that they maintained their structural integrity and FAILED at the first mentioned top to base junction AND as the above collage shows clearly at the SPANDREL PLATE TO SPANDREL PLATE CONNECTION JUNCTION. The ‘WHEAT CHEX CEREAL’ image or ‘BASKET WEAVE’ image is one of the most- if not the most- recognizable representations of the REICHSTAG911 DISINTEGRATION COLLAPSE…whether it is the myriad of images of the ‘BASE PERIMETER COLUMN TREES’ STILL STANDING amongst the rubble- serving as backdrop to the first responder efforts taking place in the wake of these crimes which served to establish the illegal unconstitutional contradictory war on terror crimes against humanity at home & abroad under grand poobah bush jr. & now CONTINUING under the UNQUALIFIED Oblivious…or the remnants of the mid tower columns that were disbursed throughout the debris filed…or of the top perimeter column trees that after being ejected OUTWARDS from the WTC BLDGS with INCREDIBLY LARGE MAGNITUDES OF INITIAL VELOCITY IN AN ALMOST HORIZONTAL TRAJECTORY- IN ONE INSTANCE IMPALING THE AMERICAN EXPRESS BUILDING A MINIMUM OF 425 FEET AWAY AT THE APPROXIMATE HEIGHT OF 420 FEET ABOVE GRADE [The impalement occurred 22 floors from the top of a building of 738.85 feet in height, their were 51 floors in that building and thus the 420 foot above grade approximation]…and being dispersed throughout the surrounding WTC SITE…the existence of COMPLETE PERIMETER COLUMN TREE UNITS are a TOTALLY CONSISTENT phenomena throughout the ENTIRE DEBRIS FIELD REGION. There are disinformation agents that try and diminish the OBVIOUS of what this implies through language:
‘Collapse’ instead of volcanic like eruption and explosive ejection at huge initial velocities in near horizontal trajectories would be one example…be honest with yourself DID THE BUILDINGS COLLAPSE…OR DID THEY DISINTEGRATE COLLAPSE AND DO SO IN AN EXPLOSIVE MANNER…
‘Peeling off’ instead of explosively ejected…the PERIMETER TREE COLUMNS WERE THOUSANDS OF POUNDS/LINEAL FOOT IN MASS…it takes incredible explosive forces to shear them from each other and then afterward eject them with such a force that after severing all their fastener connections then hurl them 425 feet outwards, in the DEBRIS FILED ANALYSIS contained in this Blog on another page you will see the MINIMUM distances these PERIMETER COLUMN TREES HAD TO TRAVEL TO END UP WHERE THEY DID AND NOT EVERY ONE OF THEM COULD POSSIBLY BE FROM THE TOP FLOORS, THOUGH THE CALCULUS ASSUMES THE LEAST- THAT THEY WERE LOCATED AT THE MIN DISTANCE POSSIBLE FROM ORIGINAL POSITION AND AT THE HIGHEST HEIGHT…YET STILL THE INITIAL VELOCITIES WERE OF A HUGE MAGNITUDE:
AGAIN BE HONEST WITH YOURSELF: DID YOU SEE ‘peeling off’ like a banana…OR DID YOU SEE EXPLOSIVE EJECTION IN A NEAR HORIZONTAL TRAJECTORY.
So I will address the ORWELLIAN implementation of language, symbol and concept manipulation in a different page on this Blog: MEDIA PROPAGANDA PROPAGATION.
This precis of the open lip truss analysis argument in the main relies upon in part the TWO ESTABLISHED FACTS that can be OBSERVED IN THE FACTUAL PICTORIAL EVIDENCE OF THE DEBRIS FILED IMAGES:
THE PERIMETER COLUMN TREES MAINTAINED INTEGRITY AND FAILED AS EXPECTED AT TWO FAIL POINTS WE OBSERVE:
1. THE NUT & BOLT FASTENER JUNCTION OF THE TOP & BOTTOM OF EACH COLUMN; AND
2. THE SPANDREL PLATE TO SPANDREL PLATE JUNCTION CONNECTIONS- ALSO NUT & BOLT FASTENERS
Thus far these ABSOLUTE INDISPUTABLE FACTS are not at all surprising…we totally expect that the THREADS of the nuts and bolts would FAIL WITH DEGREES OF MAGNITUDE OF FORCES DEVELOPED FAR LESS THAN THAT WOULD CAUSE OTHER FAIL POINTS TO OCCUR!
Third are the WELDS which served to fasten the 90 DEGREE ANGLE PLATES that accepted the TOP CHORDS OF THE OPEN LIP TRUSSES and joined them to the PERIMETER COLUMN TREES- AT THE SPANDREL PLATE LOCATION. THESE SPANDREL PLATE TO 90 DEGREE ANGLE PLATE- WELDS are a lot harder to detect in the debris field because of SCALE and the fact that an INTENTIONAL obstruction of any investigation into what actually happened was conducted IMMEDIATELY in the aftermath- this is in fact one of many elements that constitute PRIOR KNOWLEDGE and FOR-PLANNING as a coordinated effort was engaged that had to be planned in advance. There were a lot of emergency logistical elements assembled under the guise of ’emergency management exercises’ on site prior to REICHSTAG911 at the WTC & Pentagon sites and these served as the ‘pretext’ within which the conspirators could insert their people and ‘steer’ the aftermath events without discovery. There is also of course the fact that these fastenings only occur on ONE SIDE of the SPANDREL PLATES and since there is a 50-50 chance any given PERIMETER COLUMN TREE UNIT would land face up or down it reduces the number of SPANDREL PLATE images that show these junction areas to approximately half of all such images available. In fact one might argue that due to the OVERALL TRUTH as being developed here on this Blog and by many others throughout the REAL & ACTUAL REICHSTAG911 TRUTH movement…there is actually very good reason for many to believe and expect MOST of the SPANDREL PLATES in the debris field would be found with their OUTER FACE UP and the area of junction thus hidden from view…however a total universe of the facts approach demonstrates this NOT TO BE TRUE and again for very good reason, once you see the totality of the facts that exist. So a much more difficult study than the two above, however there is evidence in this regard:
SPANDREL PLATE TO 90 DEGREE ANGLE PLATE WELD FAIL POINT
If you go to my DEBRIS FIELD ANALYSIS page on this Blog you will see a lot more examples of the WELD FAIL POINT that manifested itself on REICHSTAG911..and MOST IMPORTANT SOME WELDS DID NOT FAIL.
The real significance of this FAIL POINT ANALYSIS is not merely in serving to develop the OPEN LIP TRUSS ANALYSIS ARGUMENT THAT TOTALLY DISCREDITS AND DISPROVES THE OFFICIAL CONSPIRACY THEORY, it also shows that amongst these WEAK LINKS OF THE CHAIN that we EXPECT will FAIL and in FACT DID FAIL…there are also examples of where these WEAK LINKS DID NOT…and that will be a KEY ABSOLUTE AND UNDENIABLE FACT we observe from the FACTUAL EVIDENCE of the debris pile images that remain to us! This will be developed fully elsewhere. Sufficient for this precis of the open lip truss analysis in the main we know have THREE INDISPUTABLE FACTUAL FAIL POINTS all which are not at all surprising and very key is that this last expected FAIL POINT shows that INSUFFICIENT FORCES WERE APPLIED in EACH INSTANCE to generate TOTAL UNIVERSAL FAIL OF THESE WEAK LINKS IN THE CHAIN!
So in many instances forces were developed that exceed the capacity of these elements to THEIR FAIL POINT however, in SOME INSTANCES THOSE FORCES WERE NOT SO DEVELOPED AND THE FAIL POINT WAS NOT REACHED:
Fourth we look at a FAIL POINT that we would expect to occur even prior to any of the above FAIL POINTS being arrived at by unanticipated vertical overloading and that is the TWO NUTS & BOLTS that held the OPEN LIP TRUSSES to these 90 DEGREE ANGLE PLATES THAT WERE JOINED BY WELDS TO THE SPANDRELS, SOME OF WHICH FAILED BUT NOT ALL.
OPEN LIP TRUSS TOP CHORD TO ANGLE BRACKET PLATE JUNCTION NUT & BOLT FAIL POINT
In some of the debris field images we actually observe that the weak link in the DAMPENING UNIT was NOT the TWO NUTS & BOLTS that fastened that assembly similarly, instead that weak link in the chain was the wire attachment & the actual dampener material itself…thus we actually still see the steel, nut, and bolt, elements of the DAMPENING UNITS still attached to the SPANDREL PLATES.
IT SHOULD BE NOTED AT THIS POINT THAT A FIFTH POINT OF FAIL AND EVIDENCE OF ITS EXISTENCE HAS ALREADY BEEN DEVELOPED IF YOU LOOK AT THE ABOVE ESTABLISHED AS INDISPUTABLE AND ABSOLUTE FACT FOUR FAIL POINTS THAT OCCURRED ON REICHATG911…EACH OF WHICH IS OF NO SURPRISE AT ALL TO ANYONE EVEN IF THEY HAVE NO EXPERIENCE IN THESE MATTERS AND ONLY RELY ON COMMON SENSE…THAT FIFTH POINT OF FAIL IS OBVIOUSLY IN THE 90 DEGREE ANGLE PLATE ITSELF…ALTHOUGH IT MAY SEEM DIFFICULT TO DIFFERENTIATE THE VARIOUS ELEMENTS OF THE BUILDINGS AT FIRST, OVER TIME AS YOU BECOME FAMILIAR WITH THESE ELEMENTS, THEIR LOCATION & RELATIONSHIP TO OTHER ELEMENTS- IT WILL GET MUCH EASIER. The DEBRIS FILED ANALYSIS I have completed and will be placing on my Blog whenever I have the time, has a section that is dedicated to identifying ALL of the individual ELEMENTS utilized in the construction of the buildings that is of concern for any analysis of REICHSTAG911. Once you become familiar with these individual parts you can go over what has been presented above, what is presented below, what is presented on other pages of this Blog, and more generally what is still available on the internet and you will see that there are various images that indeed show BOTH the 90 DEGREE ANGLE BRACKET PLATES still attached to the SPANDREL PLATES, most distorted to some degree, yet many ‘surprisingly’ looking as if they had just been installed that day- 100% fine! There are even some pictures where the 90 DEGREE ANGLE BRACKET PLATES still exist and are in place yet they have FAILED in that the bolt hole has TORN, and/or a portion of the top portion of the plate that was not welded has fractured allowing the bolt & truss to disconnect from the SPANDREL PLATE and thus the PERIMETER COLUMN TREES, they were attached to originally. So the actual 90 DEGREE ANGLE BRACKET PLATE UNITS represent a FIFTH FAIL POINT…and again not one we are surprised to discover occurred.
THE OPEN LIP TRUSS ELEMENT OF THE WTC BUILDINGS
This series of images above serves as the completion of the PRECIS OF THE OPEN LIP TRUSS ARGUMENT IN THE MAIN: this series of images begins with design drawings, shows the manufacturing, assembly and installed OPEN LIP TRUSS UNITS…and finally it shows the aftermath of REICHSTAG911 where we observe the ABSOLUTE FACTUAL AND INDISPUTABLE EVIDENCE of what I term: THE OPEN LIP TRUSS SPAGHETTI…as one would expect the ENTIRE TRUSS FAILED AND VERY MUCH LOOKS LIKE A LARGE PLATE OF SPAGHETTI WHEREVER ENCOUNTERED WITH A VERY FEW EXCEPTIONS…the FACT that the OPEN LIP FLOOR TRUSSES TOTALLY FAILED is NOT inconsistent with the official conspiracy theory, however…let’s drill deeper into this FACT now that we have observed many of the FAIL POINTS and the OPEN LIP TRUSS SPAGHETTI RESULTS of REICHSTAG911.
THE ESSENTIAL PROBLEM WITH THE EVER SHIFTING LANDSCAPE OF THE OFFICIAL CONSPIRACY THEORY IS THAT UNDER ANY OF THE MYRIAD RATIONALIZATIONS OF THAT CONSPIRACY THEORY THE FLOOR COLLAPSE IS WHAT INITIATES THE FORCES GENERATING COLUMN FAIL…THE ‘WAS NOT WAS’ EXPLODING YET NOT EXPLODING JET FUEL MAY BE CREDITED WITH WEAKENING THE COLUMNS BUT IT IS THE FLOOR COLLAPSE THAT ALL THE OFFICIAL CONSPIRACY THEORY VARIATIONS RELY UPON TO DEVELOP THE FORCES THAT BRING ABOUT THE SUPPOSED ‘UNIVERSAL COLLAPSE’ FAILURE!
So let’s consider what we have simply observed AND KNOW AS ABSOLUTE & UNDENIABLE FACT- There exists the following FAIL POINTS THAT WERE OBSERVED & CONFIRMED:
1. The FOUR nuts & bolts joining the perimeter columns together at the base & tops of each perimeter column in the perimeter column trees
2. The spandrel plate to spandrel plate junction nut & bolt connections
3. The welds fastening the 90 degree angle plate brackets to the spandrel plate
4. The TWO nuts & bolts fastening the TOP CHORD of the open lip trusses to that above mentioned 90 degree angle plate bracket and hence to the spandrel plate and the perimeter column trees
5. The 90 degree angle plate itself: fracture, cracking, shearing, almost every way these could fail there are examples of that particular fail occurring, yet it is very important to note there are many examples where the welds & the brackets DID NOT FAIL AT ALL…which will prove very significant in the analysis in the main below!
6. Finally the FAIL POINT that is consistent with the OFFICIAL CONSPIRACY THEORY and the multitude of ‘variations on a theme’ in order to rationalize and buttress that absurdity in every instance without ever being obliged to make these so called ‘de-bunking’ explanations add up in a total universe of the facts approach to show VALIDITY and TRUTH VALUE rather than the MONSTROUS CONTRADICTIONS THAT DEVELOP WHEN ASCRIBING TO THE OFFICIAL CONSPIRACY THEORY AND ANY OF THE RATIONALIZATIONS IN SUPPORT OF IT AS VALID! This FAIL POINT is the OPEN LIP TRUSS FLOOR MEMBERS THEMSELVES, and when we move to the argument in the main the cohesive modular floor systems that they were a component part of…so now that we have agreement on the OBSERVED ABSOLUTE AND UNDENIABLE FACTS…we turn to the analysis portion of the precis analysis:
I began the REICHSTAG911 portion of this Blog by providing ONE simple picture that demonstrated a GLARING CONTRADICTION that arises when ascribing to the OFFICIAL CONSPIRACY THEORY [PLEASE SEE THE: REICHSTAG 911 I a) INTRODUCTION- BLOWING SMOKE page on this Blog].
IF jet planes were the SOLE cause of the building collapses as has been drilled into everyone’s head for 13 years and counting now THEN what is responsible for all that thick smoke at ground level 4-7 blocks away from the WTC 1 & 2 Buildings…after all this picture was taken while the buildings still stood!
The reason I began with this image and pointing out that HUGE CONTRADICTION is because it relies on simple facts that everyone knows and thus is pretty much impossible to refute even for the HARDCORE servants of the father of all LIES & LIARS, aka- satan:
1. Fires burn at high temperatures relative to ambient air temperatures even in the Mojave Desert, California on the hottest day in ‘death valley’…the proof of this is that when you light a fire the hot air & smoke escaping [which are still much cooler than the actual fire] RISE INTO THE AIR…WE ALL KNOW THE SIMPLE FACT THAT HOT AIR RISES…FACT!
2. The smoke from the fires in the image of the WTC 1 & 2 is RISING and moving SOUTH in the air currents out over Governors, Ellis, and Liberty Islands in the Upper Bay…so how does the smoke which describes the air currents by their travel [SOUTH-SOUTH WEST IN A HORIZONTAL PLANE] THEN DROP the approximately 1, 000 feet to the GROUND in order to rise again? And do so congregating in such a thick manner, only in a specific area? We all know as FACT that as any smoke moves it begins to mix with air and thus is thinner the greater the distance it travels…it DOES NOT NATURALLY COMPRESS & CONCENTRATE, IT DOES NATURALLY DISPERSE- and yet after traveling 1, 000 feet almost straight downwards it appears the smoke is as thick if not thicker and that there is ALMOST NON OF SIGNIFICANCE between the immediate foot of the towers and approximately 3 blocks away, IN THIS PARTICULAR PICTURE…even the most die-hard ‘de-bunker’ would not seriously suggest an intermittent convection current that concentrated the smoke in the 4-7 block area AND we just don’t have a picture of that event…even they would not resort to the: IT HAPPENED THEREFORE IT HAPPENED pretzel logic where ANYTHING POSTULATED IS PRESUMED TRUE & THEREFORE THAT IS 100% PROOF THAT IT IS TRUE…at least in this instance, so obviously absurd would that be, and is the reason I began with this image and pointing out this GLARING CONTRADICTION of the BLOWING SMOKE ‘smoking gun’ of REICHSTAG911.
So in this instance WE CAN ALL SERVE JESUS who IS THE TRUTH, by saying AMEN to the FACT that the HOT AIR from the fires is RISING and the heavy thick smoke at ground level MUST HAVE SOME OTHER SOURCE and since the OFFICIAL CONSPIRACY THEORY does NOT allow ANY secondary explosions, natural gas fires or explosions, or any other secondary fires of any kind that diverted even one firefighter from his duties responding to the fires at the WTC 1 & 2 Buildings: PRIOR TO THE DISINTEGRATION COLLAPSE OCCURRING:
WHAT IS THE SOURCE OF THIS THICK SMOKE!
Now, at this juncture I do not want to drill down into ALL the contradictions that arise for each and every ‘variation on an OFFICIAL CONSPIRACY THEORY theme’ if you will, however there is another SERIES OF GLARING CONTRADICTIONS that arise which we should address at this point since they have an impact on the OPEN LIP TRUSS ANALYSIS, in precis form or in the main, either way- for it has to do with the SOURCE OF THE FIRES IN THE BUILDINGS THEMSELVES!
I will be fully addressing the ACTUAL REAL ABSOLUTE EVIDENCE of the magnitude, number, and nature of these fires in due time on my Blog- some of this evidence comes from CHIEF PALMER, a witness firefighter who described the entirety of the fires in the building he was in after climbing all the way to the 84th FLOOR. This specific evidence explains the reason for the police receiving upgrades of their radio system and the firefighters NOT receiving upgrades to their radio system…if the firefighters had lived: what witnesses they would have made- unlike the police they would have been witnesses of JESUS as always…witnesses of the TRUTH…for they willingly lay down their lives for strangers everyday while the police serve satan the father of ALL LIES AND LIARS by lying under oath in and out of the courts of LAW…violating their oaths to uphold the constitution in & out of court and their oaths to bear witness on the stand in court.
This SERIES OF CONTRADICTIONS should have proved determinative and inhibited the OFFICIAL CONSPIRACY THEORY FROM EVER GAINING TRACTION…TO BEGIN WITH AT INITIO SINCE EVEN THE BLIND CAN SEE THESE…NO IMAGES ARE REQUIRED!
IF the jet fuel [that is carried in the wings of a jet plane] was responsible for the fires in the buildings that weakened the structural members & precipitated floor failure thereby developing the forces causing universal collapse THEN please resolve the following SERIES OF GLARINGLY HUGE CONTRADICTIONS:
1. ALL LIQUIDS ARE COHESIVE FORMS OF MATTER- since jet fuel is EXPLOSIVE in nature if ANY PORTION of the liquid explodes it is NOT A PARTIAL EXPLOSION- IT IS A TOTAL EXPLOSION OF THE ENTIRE COHESIVE MATTER
2. WE ALL OBSERVED A GIANT FIREBALL OUTSIDE OF THE BUILDINGS- since the wings of a jet are the fuel storage tanks and the wings apparently disintegrated because they certainly DID NOT PENETRATE THE BUILDINGS and the giant fireball consumed the storage tank wings then doesn’t that support the above proposition that ALL THE COHESIVE MATTER EXPLODED IN A FIREBALL and no post facto buttressing can suggest compartmentalization such that some fuel was NOT EXPLODED/IGNITED…after all whether they ever lock down on any one scenario or not how can the wings ‘was not was’ disappear through disintegration and yet maintain any compartmentalization [The absurdity of the wings being able to shear through the PERIMETER COLUMN TREES and 52″ CONTINUOUS STEEL SPANDREL PLATES that banded them together as one is addressed elsewhere in this Blog]…but that is not all for if the jet fuel can weaken the steel columns and structure of the buildings how come it does not also weaken the plane wings so that any suggestion of such possible compartmentalization of the fuel is further made absurd by the GIANT FIREBALL that would have worked in conjunction with any impact to weaken any such compartmentalization and again ENSURE THAT THE COHESIVE MATTER TOTALLY EXPLODED.
3. The ‘was not was’ jet fuel that EXPLODED YET DID NOT EXPLODE…then has to run throughout the WTC Buildings weakening the structural members within that even though they are of hugely different mass & capacity as well as in different locations & orientations- this fire must act in a manner such that it allows a UNIVERSAL GLOBAL COLLAPSE, and there are many problems with this I will not exhaust in this one section and page. How can such fires heat the HUGELY differently dimensioned, located, and orientated members at THE DIFFERENT TEMPERATURES REQUIRED such that they are ALL weakened sufficiently to arrive at a UNIFIED FAIL MOMENT throughout:
A- We have hugely DIFFERENT IN SIZE, MASS, CAPABILITY, LOCATION & ORIENTATION: STRUCTURAL MEMBERS
AND B- We have a UNIFIED FAIL MOMENT- at least for each individual horizontal elevation as the ‘collapse’ progression proceeds downward at or near free fall speed [OFFICIAL ACKNOWLEDGEMENT THAT FOR AT LEAST 100 FEET WTC7 INDEED FELL AT FREE FALL SPEED- ADMITTED FACT! AND NO JET FUEL OR PLANE IMPACT INVOLVED, IN ADDITION NOAA OVERHEAD IMAGES PROVE FOR FACT NO EJECTED OR FALLING DEBRIS OF ANY SIGNIFICANCE MADE IT ACROSS THE STREET BEHIND WTC #5 & 6 AND BETWEEN THESE STRUCTURES THAT DID NOT COLLAPSE AND WTC7- FACT! SO NOT FUEL. NO PLANE IMPACT AND NO FALLING DEBRIS!]. WE MUST HAVE A UNIFIED FAIL MOMENT IF WE HAVE A UNIVERSAL/GLOBAL ‘COLLAPSE’…
IF universal/global collapse [1200 foot building collapses to ground in less than 12 seconds] = unified fail moment at least at common elevations throughout ‘collapse!
AND FINALLY C- SINCE WE HAVE A COMMON OPEN AIR SOURCE OF THE FIRES
IT MEANS ABSOLUTELY AND UNEQUIVOCALLY THAT THE FIRES HAD TO HEAT THESE MEMBERS SELECTIVELY ACCORDING TO THEIR SIZES, LOCATIONS, ORIENTATIONS ETC ETC…THIS WOULD HAVE HAD TO TAKE PLACE IN ORDER THAT THEY WERE ALL WEAKENED TO THE POINT OF A SAME FAIL MOMENT…AND THOUGH THE LIARS OF REICHSTAG911 WILL SAY NO EACH FLOOR COLLAPSED SEPARATELY…SO THERE IS NO SUCH UNIFIED FAIL MOMENT ARRIVED AT IN AN INSTANT BY ALL MEMBERS THROUGHOUT…STEP BACK AND SHAKE YOUR HEAD- THAT IS EVEN WORSE…FOR OVER 220 FLOORS IN TWO SEPARATE BUILDINGS, WITH SIMILAR BUT NOT EXACTLY THE SAME DESIGN, WITH SUPPOSEDLY TWO SEPARATE PLANES STRIKING AT TOTALLY DIFFERENT ANGLES AND ELEVATIONS- YET REPEATED OVER AND OVER IN EACH BUILDING AND ON EACH SEPARATE FLOOR:
THE EXACT SAME UNIFIED FAIL MOMENT WITH NO DEVIATION IN EITHER CASE AND AT ANY ELEVATION AS THE ‘COLLAPSE’ PROPAGATED DOWNWARDS…HOW IS THAT POSSIBLE…WE HAVE ALREADY OBSERVED THAT THE FEW MECHANICAL FLOORS WERE VERY DIFFERENT IN CONSTRUCTION THAN THE OTHER FLOORS…YET NO DEVIATION IN EITHER BUILDING AT ANY ELEVATION…SO YES IT IS PROPER TO TERM IT A UNIFIED FAIL MOMENT…WORSE THAT IT HAS TO REPEAT ITSELF OVER AND OVER 220 TIMES IN TWO DIFFERENT STRUCTURES IN THE EXACT SAME MANNER!??!
So the fires had to be hotter where the steel was thicker…further away from the impact zone as the steel column members all got thicker as elevation decreased as they had a correspondingly greater ‘normal’ load to bear.
THAT WAS VERY SPECIAL JET FUEL INDEED!
The OPEN LIP TRUSS ANALYSIS or argument in the main then is THIS:
WE KNOW FOR FACT THAT MANY WEAK LINKS IN THE CHAIN EXISTED THAT WOULD FAIL VERY QUICKLY UNDER UNANTICIPATED VERTICAL OVERLOADING- I liken the WTC 1 & 2 Buildings to those ‘basket’ skirts the woman used to wear in the old west and formally in the 16-1700’s. There was a light ‘basket frame’ that suspended the dress skirting to give the appearance of a large bell made of the dress skirting over the frame:
I watched a comic-western once and there was one scene where the woman’s basket frame collapses taking the dress skirt with it and leaving her standing there in her undies…that is a lot like what would happened if ALL OF THE FAIL POINTS WE OBSERVED AND TOOK COGNIZANCE OF ABOVE & THUS ACTUALLY KNOWING FOR FACT THAT THEY EXIST [NOT IN ANY WAY AN EXHAUSTIVE LIST]…FAILED ALL AT ONCE AND THE PERIMETER COLUMNS ALSO REACHED THIS UNIFIED FAIL MOMENT…ALL OF THESE SEPARATE ELEMENTS ALL FAILING SIMULTANEOUSLY- just as the light basket frame in the comedy took the dress with it and collapsed to the ground- THE WOMAN WAS STILL STANDING- ‘THE CORE’ WITH HER UNDERWEAR INTACT…and so too even in such a scenario for the WTC BLDGS [AND THIS BLOG AUTHOR DOES NOT CONCEDE EVEN THE REMOTE POSSIBILITY UNDER ANY SCENARIO OF SUCH A UNIFIED FAIL MOMENT BEING ARRIVED AT EXCEPT UNDER THE ACTUAL COMBINED CAUSATION’S THAT REALLY DID RESULT IN THE REICHSTAG911 WTC BUILDING DISINTEGRATION COLLAPSES THAT OCCURRED], ARRIVING AT SUCH A MOMENT…even IF the perimeter column trees & floors failed thusly, THE MASSIVE CORE WOULD STILL STAND AND NOT BE AFFECTED BY ANY COLLAPSE OF THESE OTHER MODULAR UNITS WHOLLY OR IN PART- after all that was EXACTLY WHAT THEY WERE DESIGNED TO DO…just like a basket frame support for a bell dress with a solid independent CORE at the center. One of the designers has actually been captured in an audio-video presentation in which he explains how the design TOOK INTO CONSIDERATION A PLANE CRASHING INTO ONE OF THE TOWERS JUST AS HAD HAPPENED WITH THE EMPIRE STATE BUILDING…in this dialogue he explains that the building was designed with a ‘BASKET LIKE WEAVE’ that would leave the buildings CORE and structure INTACT even if the building was penetrated by a jet plane…HE ACTUALLY USES A PENCIL TO REPRESENT THE PLANE PUNCTURING THE PERIMETER COLUMN ‘BASKET LIKE WEAVE’…SO THERE IS NO DOUBT EVEN UNDER THE OFFICIAL CONSPIRACY THEORY SCENARIO OF PLANE CRASHES- CLEARLY THE MASSIVE CORE WOULD STILL STAND- AS DESIGNED & BUILT!
So now that I have gone to that extreme a scenario & made this statement relying & founded upon observation and one of the designers statements, let me back up and return to the OPEN LIP TRUSS ANALYSIS PRECIS, since we KNOW FOR FACT OF THE FAIL POINTS WE HAVE EXAMINED & OBSERVED and BOTH the OFFICIAL CONSPIRACY THEORY AND THESE SAME OBSERVATIONS & EXAMINATIONS AGREE THAT THE OPEN LIP TRUSSES FAILED RESULTING IN THE ‘PLATE OF SPAGHETTI’ REMAINS. Essentially the argument is quite simple once you do the work necessary in discovering the building design, elements and construction methodology:
GAIN HERE I WILL PRESENT SOME IMAGES THAT PROVIDE CLARIFY AND THEN PRESENT THE FORMAL ARGUMENT AS WRITTEN WORDS:
The above collage attempts to jam in all the important & relevant FACTUAL information and the SERIOUSLY HUGE CONTRADICTIONS that arise when accepting the OFFICIAL CONSPIRACY THEORY AS TRUE, in regard to the ABSOLUTE IMPOSSIBILITY of these OPEN LIP TRUSSES and their TWO NUT & BOLT FASTENERS IN THE TOP CHORD ONLY being able to MAINTAIN structural integrity WHILE FAILING sufficient to displace the massive columns also to fail. Examination of the differences in MASS, ORIENTATION, ELEVATION AND LOCATION of these structural members THAT GET MORE MASSIVE AND STRONGER the further away from the SUPPOSED ‘WAS NOT WAS’ EXPLODED NOT EXPLODED JET FUEL SOURCE of the fires makes this absurdity even more difficult to sit still for and yet that is not the entirety of this ABSURDITY for one of the most GLARINGLY STARK CONTRADICTIONS is the 180 DEGREE FLIP OF THE SUPPOSED FORCE VECTORS IN PLAY…HOW BEING HUGE INWARD FORCES TO DISPLACE THE COLUMNS AS THESE FLOORS FAIL DO THEY THEN BECOME HUGE OUTWARD FORCES EJECTING THE PERIMETER COLUMN TREES WITH EXTREMELY LARGE INITIAL VELOCITIES- WE KNOW FOR FACT THAT AT LEAST IN ONE INSTANCE WITH THE MOST GENEROUS ASSUMPTIONS HELD UNDER THE OFFICIAL CONSPIRACY THEORY: THAT OF THE PERIMETER COLUMN TREE IN QUESTION BEING A TOP FLOOR UNIT AND ALSO BEING AT THE MINIMUM DISTANCE POSSIBLE FROM THE BUILDING IN QUESTION- THIS PERIMETER COLUMN TREE ‘JAVELIN’ THEREFORE TRAVELED A MINIMUM OF 425 FEET AND IMPALED A BUILDING ~420 FEET ABOVE GRADE…ABSURDITY OF ABSURDITIES- THAT SUCH HUGE INWARD FORCE VECTORS REQUIRED TO DISPLACE THE MASSIVE COLUMNS THEN COULD TURN 180 DEGREES AND ALSO BE RESPONSIBLE FOR THE ALMOST HORIZONTAL EJECTION TRAJECTORIES WE OBSERVE FOR FACT AND FOR GENERATING THE FACTUAL EVIDENCE OF THE PERIMETER COLUMN TREE ‘JAVELIN’ THAT IMPALED THE AMERICAN EXPRESS BUILDING ON REICHSTAG 911!
The nature of the ABSURDITY WHICH IS THE OFFICIAL CONSPIRACY THEORY is that it MUST be accepted without honest research and analysis being conducted due to such HUGE & OBVIOUS CONTRADICTIONS arising with even a cursory analysis of the theory and the facts we have managed to preserve, as is seen & pointed out above during just a simple precis overview of ONLY ONE of the analysis involved in discovering the events surrounding September 11 2001 and that has led to so much bloodshed and loss of treasury. If I were to employ another analogy that describes what the OFFICIAL CONSPIRACY THEORY and its proponents ask us to believe that in the light of the OPEN LIP TRUSS ANALYSIS ARGUMENT articulated above it would be this:
THE OFFICIAL CONSPIRACY THEORY asks us to believe that if you took a piece of spaghetti and fastened each end- one to me and one to DeMarcus Ware of the BRONCOS and if that spaghetti was to FAIL…then as it failed it would be able to pull BOTH DWare & myself inwards such that we BOTH FELL DOWN ON THE GROUND…and we did so AT THE EXACT SAME TIME…this is the consequence of simply looking at the building design, construction, elements, modules, and the NATURAL FAIL POINTS that the fasteners et al represent.
In now turning to the OPEN LIP TRUSS ANALYSIS IN THE MAIN, we will drill down more deeply into the argument as presented above and address amongst other things:
1.EXAMINING THE BLUEPRINTS, DRAWINGS & DESIGN OF THE BUILDINGS
2. IDENTIFICATION OF THE BUILDING ELEMENTS
3. MORE FAIL POINTS, INCLUDING AN EXAMINATION OF THE TESTS CONDUCTED BY THE LECLADE STEEL COMPANY ON THE BUILDING COMPONENT PARTS PRIOR TO SHIPPING AND INSTALLATION AT THE JOB SITE
4. THE OPEN LIP TRUSS FLOOR MODULES AS A COHESIVE UNIT
5. THE STEEL RE-ENFORCED CONCRETE SLAB FLOORS & THEIR INSTANTANEOUS CONVERSION INTO A FINE POWDER DUST
6. FINALLY THE END OF THIS ANALYSIS WILL BLEED INTO THE DEBRIS FIELD ANALYSIS AS WE CONDUCT A FORENSIC EXAMINATION OF THE EXISTING EVIDENTIARY BODY.