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This document was prepared by Dr. August Domel, Jr. He is a Principal Engineer with the consulting firm of Engineering Systems Inc. headquartered in Aurora, Illinois and is also an Adjunct Associate Professor for the Civil Engineering Department at the Illinois Institute of Technology and the Architectural Department of Judson College. His seventeen years of experience includes over five years with the Bridge Division of the City of Chicago and over five years with the Buildings and Codes Department of the Portland Cement Association (PCA). He is the author of many books and articles on the design, analysis and construction of a variety of structures and construction related issues. Dr. Domel received a Ph.D. from the University of Illinois at Chicago in 1988 and a Law Degree from Loyola University in 1992. He is a licensed Structural Engineer and Attorney at Law in the State of Illinois and a Professional Engineer in twelve states, including the State of New York.
Dr. Domel is authorized by the Department of Labor (OSHA) as a 10 and 30 hour construction safety trainer.
Originally posted by LeftBehind
How did people cut their way out of the core with a squegee if it was all concrete?
Both the WTC 1 & WTC 2 towers had a rectangular cast concrete core structure formed into rectangular cells that had elevators and stairways in them.....
The design was a "tube in a tube" construction where the steel reinforced, cast concrete interior tube, was surrounded with a structural steel framework configured as another tube with the load bearing capacity bias towards the perimeter wall with the core acting to reduce deformation of the steel structure maximizing its load bearing capacity.
Howard makes a very convincing argument and provides nearly as much information as the pro-concrete core site.
Considering that this was a typical floor plan:
Floor Plan
I don't see how their is room for more than a foot or two of concrete anywhere in the core.
The construction methods talked about on the core site, make no sense as howard has pointed out. Neither is the sites talk of a conspiracy to hide the concrete core very convincing.
Originally posted by esdad71
Ted Bundy was a lawyer who raped women with tree trunks. Jsut because someone has experience or lots of "letters" behind there name does not make them god. Einsiten was a patent clerk. Your 'expert' states opinion, and that is all.
Fact is that The WTC was designed for maximum space, not safety. I feel the true reason that the truth has not come out is that the property owners needed to show no negligence as to how it was built for insurance purposes. It was a disaster waiting to happen, and it was exploited.
Originally posted by Jack Tripper
Nobody said the core was ALL concrete!! That was just Howard lying about what was claimed in the article. The core was steel reinforced concrete with elevators and stairwells. Did you even read the article?
In the case of the WTC, there are no interior columns. Only a
central concrete core roughly 60-80 feet square comprised of
several vertical voids that house exit stairs, hoistways for
the elevators, utility raceways and mechanical chases; and also,
significantly, the sprinkler system main lines.
"I worked in downtown NY in the late 1960's when the towers were
built! At lunch time we went to the construction site to watch the
progress. And we saw them first buildt an internal thick walled
rectangular concrete core inside which later the elevators ran. The
steel work was erected around this core several floors behind!"
"At the heart of the structure was a vertical steel and concrete
core, housing lift shafts and stairwells. Steel beams radiate
outwards and connect with steel uprights, forming the building's
outer wall. All the steel was covered in concrete to guarantee
firefighters a minimum period of one or two hours in which they
could operate - although aviation fuel would have driven the
fire to higher-than-normal temperatures."
"The steel reinforced concrete core was also becoming weaker and
weaker from the fire."
"The WTC towers weren't built of massive I-beams and other large
steel; they used a lot of smaller beams around the perimiter
and a reinforced concrete core. The floors were also reinforced
concrete, contributing to ridgidity."
"...the WTC towers WERE designed to handle a wayward 707 jet.
Much of the structural strength of the towers is in a central
concrete core, protected by a large mass of concrete flooring
and structural steel."
The building's design was standard in the 1960s, when construction
began on what was then the world's tallest building. At the heart
of the structure was a vertical steel and concrete core, housing
lift shafts and stairwells.
Originally posted by LeftBehind
Originally posted by Jack Tripper
Nobody said the core was ALL concrete!! That was just Howard lying about what was claimed in the article. The core was steel reinforced concrete with elevators and stairwells. Did you even read the article?
Actually that's exactly what you were trying to prove until that got shot down. That is also what that site is trying to prove. What else do MSpaint pics like this mean?
So let me guess, the part they cut with a squeegee was a covered up door?
None of that site makes any sense.
1. The quotes have been taken out of context, with the original authors sometimes even admitting they were wrong about the concrete.
2. Read the first couple of posts again. It is clearly shown how the towers were constucted with gypsum walls around the core. It's amazing how all those diagrams links can be wrong, but the one page that shows what you want to believe is somehow true.
3. The typical floor plan shows no evidence of the spacing required by the ludicrous drawing on the concrete site. Where is there room for offseting the hallways and doors. It is absurd on the face of it.
4. People cut through this supposed concrete core WITH A SQUEEGEE.
It's great that your backtracking and saying that not "all" of the core was concrete. Which parts were drywall and which parts are concrete buddy? Your site would have us believe that the whole thing was reinforced concrete, not some hybrid half drywall half concrete thing.
Originally posted by LeftBehind
The sources provided are unreliable at best. And I've only looked at the top half.
Groundbreaking for construction of the World Trade Center took place on August 5, 1966.Tower One, standing 1368 feet high, was completed in 1970, and Tower Two, at 1362 feet high, was completed in 1972. The structural design for the World Trade Center Towers was done by Skilling, Helle, Christiansen and Robertson. It was designed as a tube building that included a perimeter moment-resisting frame consisting of steel columns spaced on 39-inch centers. The load carrying system was designed so that the steel facade would resist lateral and gravity forces and the interior concrete core would carry only gravity loads.
www.ncsea.com...
Originally posted by Jack Tripper
Groundbreaking for construction of the World Trade Center took place on August 5, 1966.Tower One, standing 1368 feet high, was completed in 1970, and Tower Two, at 1362 feet high, was completed in 1972. It was designed as a tube building that included a perimeter moment-resisting frame consisting of steel columns spaced on 39-inch centers. The load carrying system was designed so that the steel facade would resist lateral and gravity forces and the interior concrete core would carry only gravity loads.
www.ncsea.com...
www.greatbuildings.com...
Construction system: steel frame, glass, concrete slabs on steel truss joists
vincentdunn.com...
The most noticeable change in the modern high-rise construction is a trend to using more steel and shaping lightweight steel into tubes, curves, and angles to increase its load bearing capability. The WTC has tubular steel bearing walls, fluted corrugated steel flooring and bent bar steel truss floor supports. To a modern high rise building designer steel framing is economical and concrete is a costly material. For a high-rise structural frame: columns, girders, floors and walls, steel provides greater strength per pound than concrete. Concrete is heavy. Concrete creates excessive weight in the structure of a building. Architects, designers , and builders all know if you remove concrete from a structure you have a building that weights less. So if you create a lighter building you can use columns, girders and beams of smaller dimensions, or better yet you can use the same size steel framing and build a taller structure. In News York City where space is limited you must build high. The trend over the past half-century is to create lightweight high buildings. To do this you use thin steel bent bar truss construction instead of solid steel beams. To do this you use hollow tube steel bearing walls, and curved sheet steel (corrugated) under floors. To do this you eliminate as much concrete from the structure as you can and replace it with steel. Lightweight construction means economy. It means building more with less. If you reduce the structure’s mass you can build cheaper and builder higher. Unfortunately unprotected steel warps, melts, sags and collapses when heated to normal fire temperatures about 1100 to 1200 degrees F.
Originally posted by Jack Tripper
Nobody claimed it was a "solid" concrete core.
I am claiming it was a steel reinforced cast concrete tublar core as cited by the team of structural engineers above and compiled by this professor:
This document was prepared by Dr. August Domel, Jr. He is a Principal Engineer with the consulting firm of Engineering Systems Inc. headquartered in Aurora, Illinois and is also an Adjunct Associate Professor for the Civil Engineering Department at the Illinois Institute of Technology and the Architectural Department of Judson College. His seventeen years of experience includes over five years with the Bridge Division of the City of Chicago and over five years with the Buildings and Codes Department of the Portland Cement Association (PCA). He is the author of many books and articles on the design, analysis and construction of a variety of structures and construction related issues. Dr. Domel received a Ph.D. from the University of Illinois at Chicago in 1988 and a Law Degree from Loyola University in 1992. He is a licensed Structural Engineer and Attorney at Law in the State of Illinois and a Professional Engineer in twelve states, including the State of New York.
Dr. Domel is authorized by the Department of Labor (OSHA) as a 10 and 30 hour construction safety trainer.
Why HowardRoark thinks he is more qualified or knowledgable than Professor Domel I do not know.
Why he feels compelled to call out all of these structural engineers as being complicit in a "hoax" is beyond me.
It's actually slander and he owes them a public apology in this thread.
I will wager that he will either slither away quietly or continue to slander them with further obfuscation techniques instead.
Any takers on that bet?
Following is the response I received to your question, from Ron Hamburger:
The core was not concrete. It was also structural steel. The SEERP report is in error, if it says “concrete”
The core was not concrete. It was also structural steel. The SEERP report is in error, if it says “concrete”
Originally posted by Jack Tripper
Why HowardRoark thinks he is more qualified or knowledgable than Professor Domel I do not know.
Why he feels compelled to call out all of these structural engineers as being complicit in a "hoax" is beyond me.
It's actually slander and he owes them a public apology in this thread.
Any takers on that bet?
Howard Roark
Where did I claim that the sources referenced by the concrete core page as being part of the hoax?