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Paper Details

Paper Title
REVIEW OF COMPARISON BETWEEN CLOSED HOLLOW STEEL SECTION AND CONVENTIONAL STEEL SECTION FOR FOOT OVER BRIDGE WITH DIFFERENT TRUSS CONFIGURATION
Abstract
generally the foot over bridges are made up of different steel sections and these steel sections are either conventional steel sections or closed hollow section. For instance, angle section, circular hollow steel section (CHS), rectangular hollow section (RHS) and square hollow section (SHS). An exertion has been done here to calculate discrepancy in weight between conventional steel section and closed hollow section with different truss configurations like Pratt truss, Howe truss and Warren truss. Even an attempt has been done here to analyze and design of foot over bridge with multiple truss configuration and all the datas are checked for both steel sections using draft code IS 800:2007,IRC:SP:56-200 and IS 806 for limit state design. Manual calculation is verified by software STAAD PRO V8i.The outcome received by both steel sections is elevated in form of consumption of steel with different heights, spans and configurations.
KeyWord
Pratt-Truss,Howe-Truss,Warren-Truss, closed hollow steel sections, conventional steel sections
Others Details
Paper Id : 46867
Author Name : SAHIL SALIMBHAI KURESHI
Co-Author Name(s) : HIREN G. DESAI
Volume/Issue No : Volume 04 Issue 11
Page No : 214-217
DOI Number : DOI:10.21090/IJAERD.46867
Publication Date : 2017-11-13
License : This work is licensed under a Creative Commons Attribution 4.0 International License.
website : http://www.ijaerd.com/index.php
Impact Factor : 4.72, SJIF-2016
ISSN Details : eISSN: 2348-4470, pISSN:2348-6406