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A Review Paper on Analysis of T-Beam Along With Deck Slab by Courbon's Method

Author(s):

Shubham Kesarwani , Maharishi University of Information Technology, Lucknow,India.; Rohit Rai, Maharishi University of Information Technology, Lucknow,India.; Ravi P. Srivastava, , R.R. Institute of Modern Technology, Lucknow, India.

Keywords:

T-Beam, Compressive Membrane Action, Punching Shear, Bridge Deck Slab

Abstract

Bridge design is a complex problem, to analysis the loads and distribution of this load on the structural elements is the most important. A simple T-beam bridge was analysed by using IRC loadings using rational methods and software STAAD Pro V8i. The main aim of this paper to analysis the T-beam of the bridge and calculate the value of bending moment, shear force and deflection for span different range and compare with the software STAAD Pro V8i results. In this paper Carbon's method and other different methods were used to study the load distribution on the girder. In order to compute the bending moment due to live load in a girder and slab bridge, the distribution of the live loads among the longitudinal girders has to be determined. There are many methods to estimate load distribution.

Other Details

Paper ID: IJSRDV6I40478
Published in: Volume : 6, Issue : 4
Publication Date: 01/07/2018
Page(s): 696-699

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