Analysis and Design of Cable Stayed Bridge

Analysis and Design of Cable Stayed Bridge

Omkumar Pawar1, Nilesh Gaikawad2, Tushar Patil3, Tabbasum Sayyad4, Prof. S.R. Suryawanshi5

Students, Dept. of Civil Engineering, Imperial College of Engineering and Research

Prof., Dept. of Civil Engineering, Imperial College of Engineering and Research Pune

---------------------------------------------------------------------***---------------------------------------------------------------------

Abstract – Cable Stayed Bridges are one of the most fascinating icons in the field of Engineering and are commonly used bridge typologies for spans between 200m and 1100mm due to their structural efficiency, cost and aesthetics. The basic structural form of a cable-stayed bridge is a series of overlapping triangles comprising the pylon, the cables, and the girder. All these members are under predominantly axial forces, with the cables under tension and both the pylon and the girder under compression. Axially loaded members are generally more efficient than flexural members. This contributes to the economy of the bridge. In this project, we have made an attempt to analyses a 200m span Cable Stayed Bridge using the STAAD Pro software based on the design parameters which includes the bending moment, shear force and displacement, Reaction Graph, Total Quantity Materail, etc.

Key Words: Cable Stayed Bridges, Unknown Load Factor Optimization, Construction Stage Analysis, Influence Line Diagram (ILD), SFD BMD Diagram, Analysis Design.