COMPARATIVE STUDY OF THE ANALYSIS AND DESIGN OF BOWSTRING GIRDER AND SEMI THROUGH PLATE GIRDER SUPERSTRUCTURE

Maulik Patel , Ramya H.S

Abstract


The bridge construction activity is as old as human civilization. In design of any kind of structure,economyis the essential criteria.In past plate girder bridge had being used  but  plate is available in limited length therefore splicing is required and also to improve buckling strength of the web intermediate and edge stiffener are required,  they are expensive and  transportation and handling of plate  is difficult, while if we talk about truss bridge than it have open web girder so it resist low wind force and also transportation and handling of member is easy than plate girder.In thepresentstudy, we analyze bowstring and semi through bridge for same section and design for thesame load. The goal of thestudy is to determine most favorable option from above two.The decisions based on theobvious element of engineering that are safety, serviceability, and economy. Following this aspect, a design for both bowstring and semithrough Girder has been performed. After calculation two basics material consumption steel and concrete the most economical has been selected.


Keywords


STAAD Pro.,Bowstring Girder, Semi Through Girder.

Full Text:

PDF

References


S.S.Bhavikatti (2009),Design Of SteelStructures (By Limit State As Per Is 800:2007),I.K.International Pvt Ltd,New Delhi

Dr.B.C.Punamia,Ashok Kumar Jain ,Arun Kumar Jain,(1998), Comprehensive Design Of Steel Structures,Laxmi Publication (P) Ltd ,New Delhi

S.K.Duggal(2010),Limit State Design Of Steel Structures,Tata Mc Graw Hill Education Private Limited,3rd ed., New Delhi

N.Subhramanian, Design Of Steel Structures:Theory And Practice, Oxford University Press

C.Maraveas And A. Papagiannakis1, Optimal Design Of Through-Truss Steel Bridges, January 2014

Handbook On Composite Construction- Bridges And Flyovers By INSDAG (Institute Of Steel Development & Growth). “Handbook On Composite Construction- Bridges And Flyovers” By INSDAG(Institute Of Steel Development & Growth).

Josef Machaceka , Martin Charvatb, Design Of Shear Connection Between Steel Truss And Concrete Slab, Procedia Engineering 57 (2013 ) 722 – 729

Hyo-Gyoung Kwak, Young-Jae SEO, Long-Term Behavior Of Composite Girder Bridges, Advanced Institute Of Science And Technology

IRC:6-2014, Standard Specification And Code Of Practice For Road Bridges,Section II - Load & Stresses, 4th Revision.

IRC:21-2000, Standard Specification And Code Of Practice For Road Bridges,Section III- Cement And Concrete (Plain And Reinforced) (Third Revision)

IRC:22-1986, Standard Specification And Code Of Practice For Road Bridges, Section VI – Composite Construction, 1st Revision.

IRC:24-2001, Standard Specification And Code Of Practice For Road Bridges, Section V –Steel Road Bridge, 2nd Revision.


Refbacks

  • There are currently no refbacks.




Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 International License.

Copyright © 2020 INTERNATIONAL EDUCATION AND RESEARCH JOURNAL