Published Paper Details:

T-beam bridge are one of the most commonly used type of bridge and hence it is necessary to constantly study, update analysis techniques and design methodology. Structurally they are simple to construct and maintain. Hence they are preferred over other type of bridge when it comes to providing connectivity within short distances. The aim of our study was to determine the variation and suitability of two different configuration of these bridges, namely ordinary deck slab supported on girder and T-beam configuration of deck slab. In this study we have considered span length of 10m, 15m & 20m. The deck slab has been conventionally analysed for IRC class AA Loading. Seismic load of zone III is applied on structure. The process was to made faster by analysing the structure on STAAD Pro. and the results of maximum bending moment, shear force & deflection values arising from the dead load, live load, vehicle load & seismic load. The conclusive results provide us with the best option, out of the two configuration for the varying span considered in the study. From this study, T-beam configuration of deck slab proves to be effective than ordinary deck slab supported on girder.