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Comparative Study of Cable Stayed Bridge with Different Material Deck Girder Using SAP Software


Anuj Tiwari , VITM Indore; Surajmal Patidar, VITM INDORE


Cable Stay Bridge, IRC Class AA Loading


In this project the comparative study of cable stayed bridge is done using SAP software and in this project we change the material of deck girder of bridges and comparison was done on the basis of shear force, bending moment, torsion, bending stress of girders with concrete and steel and prestressed girder of same span and same loading conditions and from the analysis we conclude about the most efficient girder we make on same span and loading conditions and we conclude that steel girders are more efficient than prestressed and concrete deck girders for the same span and loading conditions which we analyse through SAP software.

Other Details

Paper ID: IJSRDV10I110060
Published in: Volume : 10, Issue : 11
Publication Date: 01/02/2023
Page(s): 50-52

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