Steel: Design, Contracts,
and Prefabrication
Design
A key aspect of the innovative engineering of the World Trade Center was
the detailed design of the new thin-shell or "tube" construction,
which used many different strengths of steel to respond to the varying
loads and external forces on the buildings' structure.
A family of steels—from plain carbon to quenched and tempered steels—were
used to meet the required strength, both by the type of component, such
as wall panels or floor trusses, and often by the location within the
structure based on analysis and wind-tunnel testing. This approach resulted
in both structural efficiency and significant savings in the purchasing
of hundreds of tons of structural steel. The design allowed for column-free
space of 60 feet clear span, with less steel and a lower story height
than is found in most 50-story buildings.
Prefabrication
Another area of innovation included the prefabrication of structural components
developed to a point never before achieved in high-rise buildings. There
were nearly 6,000 prefabricated wall panels, generally three stories high
and three columns in width, 36 x 10 feet, with the heaviest units weighing
22 tons. On the lower floors, some units measured 56 x 10 feet and weighed
as much as 54 tons. There were also 5,716 prefabricated floor panels,
generally 20 x 60 feet, including the steel deck and electrical raceways;
this design allowed for the floor-to-ceiling height to be kept to 12 feet.
Digital Format
For the first time, the detailed design for most of the steel work was
presented in digital form with IBM cards, rather than in conventional
drawings. Using only data cards from the design as input, 55,000 tons
of structural steel was detailed by computer and checked with the fabricators
through the exchange of data cards.
Contracts
When the Port Authority rejected the bids for the overall project from
the dominant steel companies US Steel and Bethlehem Steel, the engineers’
detailed specifications for the different steel components made it possible
to divide the work into multiple contracts to be bid by smaller, more
specialized companies. As John L. Tishman and Leslie E. Robertson explain
in the audio clips here, ultimately there were eleven basic steel contracts
and thirty-nine different fabricators.