DESIGN AND ANALYSIS OF FOOT OVER BRIDE USING STADD PRO T.PRASHANTH 1 V. GOKULNATH 2
1 BE Student, Department of Civil Engineering, Saveetha School of Engineering, Chennai
2 Asst. Professor, Department of Civil Engineering, Saveetha School of Engineering, Chennai
ABSTRACT: Footbridges are needed where there is a separate pathway must be supplied for human beings to move site visitors flows or some physical impediment, along with a river. The masses they convey are, with regards to toll road or railway bridges, pretty modest, and in most circumstances a reasonably light structure is needed. They are, but, often required to give a protracted clear span, and stiffness then becomes an crucial consideration. The bridges are frequently required very virtually on view to the general public and consequently the advent…show more content… 1. INTRODUCTION:
A steel truss footbridge was chosen as the best alternative for ranges of 10 to 20m, and conceivably up to 25m, when it is unrealistic to build wharfs for transitional backings for pillar sort footbridges. It ought to likewise be considered for ranges more than 10m when docks are conceivable. The points of interest are thought to be:
The steel areas required ought to be accessible in principle asset focuses - The segments are probably going to be more uniform fit as a fiddle and size than timber segments, permitting clear development of standard truss plans - Joints are less demanding to make than in timber trusses .
It ought to be conceivable to develop a standard outline in a medium measured workshop in advantageous estimated parts for transport to site. Get together on location includes darting the parts together and fitting a timber deck, errands that can be done under supervision of a capable expert by neighborhood craftsmen and others talented in utilizing their hands.
There are 3 levels at which the scaffold might be separated into parts for