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Engineers have bombarded
several media outlets with letters recently in an effort to
correct errors in coverage of the aftermath of the World Trade
Center collapse. The issue is exceptionally sensitive, they
say, because of pending lawsuits against the developer-owner,
the Port Authority of New York and New Jersey.
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| W.
G. CORLEY |
The first incident
involved an Oct. 22 New York
Times article and its front-page summary comparing
a recent engineering report on the collapse to an earlier
one. It called the findings contradictory and implied there
was controversy and dispute between the two study teams. W.
Gene Corley, senior vice president of Construction Technologies
Laboratory Inc., Skokie, Ill., and the leader of the first
engineering study team, says there is no contradiction between
the two reports and no dispute or controversy. "We did not
say there was any flaw in the design of the twin towers or
that the trusses contributed to the collapse. We said more
study was needed." The second report followed up on that recommendation.
The first investigation
was a building performance assessment organized by the Structural
Engineering Institute of the American Society of Civil Engineers.
The second report was a private study of the destruction carried
out for Silverstein Properties Inc., the New York City leaseholder
of the trade center.
The other incident
concerns an Oct. 27 article in the New
York Post that was picked up by the Associated Press,
which disseminated the story nationally. The story claimed
single-bolt connections in the framework of the World Trade
Center's twin towers contributed to their collapse in the
Sept. 11 attacks, and attributed the statement to the findings
of a team of top engineers from the Massachusetts Institute
of Technology.
Corley clarifies
that there were "no single-bolt connections." The connection
of the exterior columns to the floor trusses was welded, not
bolted, directly to the exterior columns through gusset plates
at the top chord of the trusses. A damper and two bolts connected
the bottom chord to the exterior column. In addition, steel
straps at exterior columns were embedded in the concrete topping
of the floors, says Corley. The two bolts at the top and bottom
chords, used for erection purposes, remained in the final
assembly. The truss top chord to core-column connection consisted
of a seat with a stiffener plate that contained two bolts,
connected to a channel welded to the core column.
Eduardo Kausel,
an MIT professor of civil and environmental engineering and
the source for the Post story, says the phone interview was
about a 160-page unpublished book on the World Trade Center
that he and his colleagues wrote that was finished last spring.
When the reporter asked Kausel how the towers failed, Kausel
discussed the theory that the floor trusses failed first.
"I never said one bolt or two bolts," says Kausel. The book's
future is uncertain, and it has become out of date because
it does not consider the more recent studies of the collapse
sequence.
At least two newspapers,
including The Times
and the Boston Globe,
have carried or have expressed plans to print corrections
of various errors.
Engineers from
the Structural Engineers Association of New York say that
errors, innuendo and quotes out of context in the media do
a disservice to the public and the engineering profession.
They are concerned about the possible impact on a lawsuit
filed against the port authority that alleges that design
flaws in the trade center led to the deaths of the trapped
occupants and firefighters.
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