DESIGN AND ANALYSIS OF FOOT OVER BRIDE USING STADD PRO
Journal: International Journal of Civil Engineering and Technology (IJCIET) (Vol.9, No. 1)Publication Date: 2018-01-27
Authors : T. PRASHANTH; V. GOKULNATH;
Page : 639-651
Keywords : Foot over bridge; stiffness; earthquake; foundation etc;
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 deserves careful attention. Steel offers financial and appealing kinds of creation which suit all of the requirements demanded of a footbridge. Due to fast creation of a massive quantity of foot over bridges, many existing bridges placed in seismic zones are poor to face up to earthquakes. In order fulfil the requirement of this improved visitors in the limited land the length of bridge will become medium to large. During an earthquake, failure of shape starts at factors of weak spot. Generally, weak spot is due to geometry, mass discontinuity and stiffness of shape. In this undertaking we can layout for a most appropriate foot over bridge together with connection details and additionally estimation of structural components at the side of foundation detailing for the foot over bridge structure
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Last modified: 2018-06-04 18:38:55