American Truss Bridge Connections in the 19th Century. II: 1850–1900
Publication: Journal of Performance of Constructed Facilities
Volume 11, Issue 3
Abstract
Following the introduction of iron in the 1840s, bridge companies came to dominate bridge procurement. Their designs featured proprietary compressive elements and joint details. As analysis of statically determinate trusses evolved into an ordinary skill, statically indeterminate forms and prestressing fell into disuse. The statically determinate “American pinned truss” with built-up compressive elements and eyebars became the mainstream design. American fabricators produced ductile eyebars with extraordinary dimensional accuracy. However, all-riveted lattice trusses, principally designed by New York Central Railroad engineers, provided competition. In general, such designs performed satisfactorily and helped to calibrate approximate design procedures for riveted joints. The development of shop and field riveting equipment finally made riveted, gusset-plate connections practical by the turn of the century.
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References
1.
“An old truss bridge 1853–1912.” (1912). Engrg. News, 67(1), April 25.
2.
Barkhausen, G. (1893). “Mitteilungen von Einer Studien Reise Nach Den Vereinigten Staaten von Nordamerika.”Zeitschrift des Vereines Deutcher Ingenieure, Berlin, Germany, 37, 1512–1520 (in German).
3.
“Boyer long-stroke pneumatic hammer.” (1900). Engrg., 70, Dec. 14, 767–768.
4.
Buck, R. S. (1898). “The Niagara railway arch.”Trans., ASCE, 40(Dec.), 125–177.
5.
Clark, E. (1850). “The Britannia and Conway tubular bridges with general inquiries on beams and on the properties of materials used in construction.” Day & Son and John Weale, London, U.K.
6.
Compressed air. (1902). Vol. 1–6, John Wiley & Sons, New York, N.Y.
7.
Cooper, T. (1879). “The use of steel for bridges.”Trans., ASCE, 8(Oct.), 263–294.
8.
Cooper, T. (1888). General specifications for iron and steel railroad bridges and viaducts. Engineering News Publishing Co., New York, N.Y.
9.
Cooper, T. (1889). “American railroad bridges.”Trans., ASCE, 21(July), 1–54.
10.
Darnell, V. C. (1984). “Directory of American bridge-building companies 1840–1900.”Occasional Publ. No. 4, Soc. of Industrial Archeology, Washington, D.C.
11.
Darnell, V. C.(1988). “The Haupt iron bridge on the Pennsylvania Railroad.”J. Soc. for Industrial Archeology, 14(2), 35–50.
12.
DeJonge, A. E. R. (1945). Riveted joints. Am. Soc. of Mech. Engrs., New York, N.Y.
13.
Dredge, J. (1879). The Pennsylvania Railroad. John Wiley & Sons, Inc., New York, N.Y.
14.
DuBois, J. (1890). The stresses in framed structures. John Wiley and Sons, New York, N.Y.
15.
Fairbairn, W. (1849). An account of the construction of the Britannia and Conway tubular bridges. John Weale, London.
16.
Fairbairn, W.(1850). “Experimental inquiry into the strength of wrought iron plates and their riveted joints as applied to shipbuilding and vessels exposed to severe strains.” Philosophical Trans., Royal Society, London, 140, 677–725.
17.
Gasparini, D., and Simmons, D.(1997). “American truss bridge connections in the 19th century. Part I: 1829–1850.”J. Perf. of Constr. Fac., ASCE, 11(3), 119–129.
18.
Gray, G. E. (1897). “Notes on early practice in bridge building.”Trans., ASCE, 37(June), 1–16.
19.
Greiner, J. E. (1895). “What is the life of an iron railroad bridge?”Trans., ASCE, 34(Oct.), 294–346.
20.
Kunz, F. C. (1915). Design of steel bridges. McGraw-Hill Book Co., Inc., New York, N.Y.
21.
Lineham, W. J. (1902). A textbook of mechanical engineering. Chapman and Hall, Ltd., London, U.K.
22.
Mercur, J. (1891). Rivets, riveted joints and pin connected joints. U.S.M.A. Publ., West Point, N.Y.
23.
Report of Proceedings of the 18th Annual Convention of the American Railway Master Mechanics' Association. (1885). Aldine Printing Works, Cincinnati, Ohio.
24.
“Riveted joints.” (1865). The Railroad Record, 12(46), 553–554.
25.
Simmons, D. A.(1989). “Bridge building on a national scale: The King Iron Bridge and Manufacturing Company.”J. Soc. for Industrial Archeology, 15(2), 23–39.
26.
Snow, J. P.(1905). “Rep. of AREA Committee XV—on Iron and Steel Structures.”Proc., Sixth Annu. Convention of the AREA, Chicago, Ill., 6, 197–217.
27.
Steinman, D. (1928). A practical treatise on suspension bridges. John Wiley & Sons, Inc., New York, N.Y.
28.
Thomson, G. H. (1888). “American bridge failures.”Engrg., 46, Sept. 14, 252–283.
29.
Thomson, G. H. (1908). “Riveted lattice for railroad bridges of maximum span; A plea for a return to rational design.”Engrg. News, Jan. 23, 91–93.
30.
Waddell, J. A. L. (1888). “Chapter II: General specifications.”The designing of ordinary highway bridges, Third ed., John Wiley and Sons, New York, N.Y.
31.
Waddell, J. A. L. (1889). “Discussion of `American railroad bridges,' by T. Cooper.”Trans., ASCE, 21(Dec.), 566–607.
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Copyright © 1997 American Society of Civil Engineers.
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Published online: Aug 1, 1997
Published in print: Aug 1997
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