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A series of design equations are presented along with a failure criterion which will permit the design of mechanical shear connectors for curved composite girders. The design procedure is applicable to single span girders only. The procedure is a simplified ultimate load design techniques requiring a trial and error approach. Although the design equations are intended for bridges structures, other applications are possible. (Author)
A series of design equations are presented along with a failure criterion which will permit the design of mechanical shear connectors for curved composite girders. The design procedure is applicable to single span girders only. The procedure is a simplified ultimate load design techniques requiring a trial and error approach. Although the design equations are intended for bridges structures, other applications are possible. (Author)
Shear Connector Studies on Curved Girders
J. Colville (Autor:in)
1972
87 pages
Report
Keine Angabe
Englisch
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