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000507
2024-12-02

Structural Analysis and Design of Cable-Stayed Pedestrian Bridge

The present thesis deals with the structural design of a cable-stayed bridge with the influence of a bending moment in the girder by vertical support displacement and cable prestress or extension.

Author
Lennart Salijevic
University

The aim was to reduce the extremes of the bending moment for a more favorable selection of the bridge beam cross-section, as well as to get to know all the other bridge components and their types of loads and design checks.


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