Research Article
Jan 1977
Erection Strength Adequacy of Long Truss Cantilevers
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 103, Issue 1
Abstract
Structural steelwork design specifications commonly limit erection stresses to fixed multiples of design stresses. This type of limitation is not necessarily adequate for controlling the erection of large bridges. This paper develops a logical theory for the erection stressing of monumental truss bridgework, and implements it with a stress-analysis procedure. Historical background material on the evolution of truss bridgework, the development of cantilever erection, and the analysis of secondary stresses is included.
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Published In
Journal of the Structural Division
Volume 103 • Issue 1 • January 1977
Pages: 225 - 262
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Jan 1977
Published online: Feb 1, 2021
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Authors
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Jackson L. Durkee, F.ASCE
Consulting Struct. Engr., Bethlehem, Pa.; formerly, Chf. Engr., Bridges, Fabricated Steel Construction, Bethlehem Steel Corp., Bethlehem, Pa.
Spiro S. Thomaides
Consulting Engr., Technical Services Group, Engrg. Dept., Bethlehem Steel Corp., Bethlehem, Pa.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.