Abstract

Abstract: foot over, which is defined as the bridge that is constructed for pedestrian crossing purposes. The detail and preliminary survey were performed before any design began. The majority of mass movement analysis is performed for live load purposes. The load are considered for design is live load, dead load, wind load , seismic load for design. The design of the foot over bridge was done with mostly software from Staad Pro. The methodology accepted mostly for design is modeling, defining and assigning material and sectional properties, putting boundary conditions in place, applying loading, analysis and design, interpretation results, and conclusions. The conclusion that the Staad Pro software is mostly claimed to be easy to use and simpler than other. The wind load has a reduced effect on the bridge by giving a large opening. The cable material is mostly suitable for the foot-over bridge. A detailed analysis is required to know the exact live load calculation. The steel truss bridge is mostly used for foot-over bridges.

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