TECHNICAL PAPERS
Nov 1, 1983

Ultimate Possibility in Long Span Bridging

Publication: Journal of Structural Engineering
Volume 109, Issue 11

Abstract

Tremendous progress has been made in the art and construction of long span bridges, of which history goes back almost to the third millennium B.C. In this evolution structural concepts and strengths of materials used have played key roles. The limiting span is defined as that span at which the structural system will just support itself. The ultimate span is the maximum span possible for a particular type of construction. Comparison is made between ultimate spans and those already built to indicate that in concrete construction the limit has almost been reached but for steel construction much larger spans are possible.

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References

1.
Chang, Fu‐Kuei, and Cohen, Edward, “Long Span Bridges; State of the Art,” Journal of the Structural Division, ASCE, Vol. 107, No. ST7, July, 1981, pp. 1145–1160.
2.
Guinnes Book of World Records, 1976 Edition, p. 262.
3.
Herzog, Von Max, “Das Project einer Hängebrücke über die Meerenge Von Messina mit 3500 m Spannweite,” Der Stahlbau, Feb., 1982, pp. 32–36.
4.
Stussi, F., “Long Span Steel Bridges,” Civil Engineering Reference Book, Published by Butterworths Scientific Publication, London, England, 1951, pp. 761–771.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 109Issue 11November 1983
Pages: 2547 - 2560

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Published online: Nov 1, 1983
Published in print: Nov 1983

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Prodyot Kumar Mallick, M. ASCE
Mgr., Design and Standards, Jessop & Co. Ltd., Calcutta, India

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