期刊名称：International Journal of Innovative Research in Science, Engineering and Technology
印刷版ISSN：2347-6710
电子版ISSN：2319-8753
出版年度：2017
卷号：6
期号：4
页码：6769
DOI：10.15680/IJIRSET.2017.0604095
出版社：S&S Publications
摘要：Structural design requires a full understanding and knowledge of all the components comprising thestructure. A suspension bridge is a type of bridge in which the deck (the load-bearing portion) is hung belowsuspension cables on vertical suspenders. The design of modern suspension bridges allows them to cover longerdistances than other types of bridges. The main element of a cable suspended bridge is the cable system. Bridges arenormally designed for dead load, live load and other occasional loads. All loading and unloading conditions in analysisand design are provided as per IRC codal specifications. The whole modeling of the suspension parts of the bridge wasdone by using SAP2000. Suspension cable bridge having 1km span with single lane road, the intensity of road is givenhas 20 numbers of vehicles each loaded with 350KN (heavy loading class A-A track load) is analysed by SAP2000.The output of the software presents results including moments, axial loads, shear force and displacements. Moreover,moments and axial load at each node and at any point within the element can be easily obtained from the softwareoutput. This thesis examines issues analysis and design calculation in over a structure will safe under all conditions.
