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AND THE ROEBLING CONNECTION
by
Donald L. Gibbon
But since the demise of “Big Steel” in
A surge of cries of “Whoa!
Wait a minute!” came from an awakening urban leadership outside the sports and
recreation field who said,
“We’ve got a chance to do much more here.” The Riverlife Task Force was
formed to re-vision the whole development process in a more comprehensive
fashion, inviting much wider participation from the citizenry. Originally led by
John Craig, long-time editor of the Pittsburgh Post-Gazette, and Paul O’Neill,
then president of Alcoa, now Secretary of the US Treasury, the group has
ambitious plans. They were charged by David McCullough, the historian and
Stay with me here. We’re leading some place! Part of that
renewed river focus included a commitment to a spanking new world-class
convention center as a sort of upstream anchor to the new
The interesting thing is that this dramatic roof line is created in a way much similar to that in which suspension bridges are built. A tall mast goes up amidships (or mid-building). From each end of the building, bow and stern, as they are actually called in the Pittsburgh site, a seven strand twisted cable is fed up and over the mast top to the other end and back, over and over until there are 169 cables up there in a fat parallel array. They are each fed into a huge cast “weldment” and grabbed there by fittings to keep them in place. The weldments are attached to the frame of the building. Then additional special fittings bind the cables into one large hexagonal mass, fittings which are then used to pull the big cable mass into the correct tension. The tensioning process is extremely precise. It actually bends the steel frame of the building into the ideal structural form, deliberately introducing tension and compression into the system, as if the entire building were a traditional steel truss. During the tensioning process there is physical motion of some of the steel members by as much as 15 inches. This whole complex process creates a tight network of cables upon which the roof can then be built from hollow steel members. The end result is a graceful asymmetrical curving roofline, much like half a suspension bridge, jutting out toward the river’s edge. One major difference between this roof and a typical suspension bridge is that it will be several hundred feet wide! Under this roof will be an open floor space about as big as a football field.
Now you may imagine that putting this whole complex array of cables into correct interrelationships is no simple process. It is overseen by experienced engineers from Birdair, Inc., a Buffalo based company that builds these tensioned-cable structures all over the world. (For other examples of their work, check their website at www.birdair.com). The actual hands-on work is carried out by iron workers from Pittsburgh Local #3 and operating engineers from Local #66. While the design and engineering are important starting points, without the real genius of the on-site supervisors and workers, jobs such as this simply would never be completed.
In his delightful book, “A Connecticut Yankee in King Arthur’s Court,” Mark Twain called men such as these “mechanics,” which he meant as a highly complimentary term. Twain’s 19th century “mechanics” are seen as practical men who can do just about anything with their hands and tools. On a daily basis the skilled and creative 21st-century “mechanics” on this job face and solve problems never envisioned by the paper-and-computer-based architects and engineers. As an example from this particular job, the mast-top suspension harness had been designed within tight tolerances to receive the 169 individual twisted-strand cables, but the miniscule thickness of the galvanizing on each strand had not been taken into account in the design. So field modification had to be made to accommodate this additional thickness. This occurred after the cables were already in place over the mast! But it was taken care of by the men on site, the “master mechanics” who make such jobs possible.
All of this is interesting, to be sure, but there is a
historical twist that is just fascinating. The whole project is almost a
re-play, from politics to engineering, of a similar project which took place
within 200 yards of this spot some 155 years ago.
In 1844 the then unknown John Roebling, twenty years later to become the
engineer-designer of the Brooklyn Bridge, got a contract from the city of
Pittsburgh to build the world’s very first wire-rope suspension aqueduct
across the Allegheny River. The aqueduct, actually a bridge for water and cargo,
was to carry the
Roebling had to solve all of the engineering problems “de novo.” He even had to evolve the engineering principles themselves. First of all he had to design and make the wire rope from which to suspend the load. Then he had to design the tower and suspension system to transfer the load from the rope to the ground. Then he had to design the attachment system to hold the ends of the ropes. All of these problems he faced virtually alone.
One of the major wonders of this project is the wire rope
itself. First Roebling had to get the wire and there were certainly no catalogs
to order it from! Remember that
One of the greatest challenges in the 400-mile-long
Despairing of ever making a decent living farming after
several years of trying, the professionally trained German immigrant Roebling
had gotten himself a job as an engineer on the portage railway in about 1835.
One day the 2-inch thick hemp rope that pulled the railway cars up the mountain
had broken and in the ensuing debacle two men had been killed right before his
eyes. His engineering instincts rose to the occasion, and the first wire rope in
But before that , Roebling was making them by hand in the
back yard of the family farm in Saxonburg, just north of
There was much discussion about how to build the rope. In
the first Roebling projects the wires were parallel rather than twisted, and he
made much of the value of wrapping the cable with an impermeable coating to
prevent corrosion. In later days he came to accept spiral-wound wire rope. You
can actually see a short piece of the original rope at the National Park
Service’s Allegheny Portage Railway site, just off US Route 22, east of
Prior to his wire-rope projects, suspension bridges had been primarily made with chains. The problem with chains, of course, was that the weakest link giving way had a disastrous effect on the structure. Roebling made a great issue out of laying out his ropes to conform to their final shape before making them up, thus assuring that each strand of the rope took its proper share of the whole load, then transferring the entire rope into position on the structure. He also developed anchorages in which the ropes actually went underground before attaching to the “eyes” of the anchors, and carefully worked out the angles at which the ropes came into the attachment, to assure proper distribution of the load. He estimated the structure’s actual capacity to be about five-fold over the loads, surely an adequate safety margin!
In Roebling’s first suspension project, the aqueduct over the Allegheny, the canal was four feet deep and 1100 feet long. The load of the water alone was about 2,000 tons. There was a huge collective sigh of relief when the canal was filled with water and the structure stood firm. It lasted until 1861, when the canal was abandoned, replaced by the railroad.
Roebling made $3500 on that job for a year’s work,
including removal of the wreckage of the old aqueduct, design of the new bridge
itself and all the erection equipment with which to make it, the management,
responsibility and risk of the entire project… not to mention much of the
physical labor. It was a huge gamble for a young man, but it led him into many
other projects. The first of those was another short-time-line replacement
project, a 1500-foot bridge over the
One of the most interesting points of this whole
interconnected story of past and future is that Rafael Viñoly knew very well of
the Roebling connection with his roof design. Viñoly says that “the form
of a suspension bridge pays homage to the early bridge designers, and the
building’s technology celebrates modern innovation and focuses on the future
of urbanism in
Published in the Spring, 2002, issue of Western PA History, the magazine of the W. PA Historical Society
Copyright, 2002, by Donald L.Gibbon
Donald L. Gibbon
205 Elysian Street
412-362-8451
dongibbon@earthlink.net