Research Article
Jun 1965
Bolted Bridge Behavior During Erection and Service
Publication: Journal of the Structural Division
Volume 91, Issue 3
Abstract
Measurements were made of the movements at connections of a 310-ft railway bridge over a period of 3-1/2 yr. The study was initiated during shop-assembly of a truss and was ended after 3 yr of service loading. As might be expected, substantial relative movements of the bridge joints occurred during erection with the addition of dead load, bracing, and floor systems. The effects of the measured movements on changes in camber are examined and compared with level readings taken during the 3 yr of traffic. In essence, no service movements were found; no evidence of a marked change in camber was found. These findings suggest that a properly designed structure with properly installed high-strength bolts will not slip under normal service loadings.
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Published In
Journal of the Structural Division
Volume 91 • Issue 3 • June 1965
Pages: 57 - 70
Copyright
© 1965 American Society of Civil Engineers.
History
Published in print: Jun 1965
Published online: Feb 1, 2021
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Authors
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Eugene Chesson Jr., M.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Illinois, Urbana, Ill.
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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.