A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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 (author)
1972
87 pages
Report
No indication
English
SHEAR STRENGTH OF HORIZONTALLY CURVED COMPOSITE I-GIRDERS
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