• Kamlesh Sanodiya
• Dr. N.R. Dhamge

Designing a bridge is an important stage in the life of a bridge. In India, there are various codes used to design the bridges. Each code has different design provisions and methods. In this study, IRC codes are used to design slab bridge and T-beam bridge based on the limit state method. In this study, a T-beam bridge with three single spans of 10m & 15m length is designed as per IRC codes and analysed with STAAD pro software for moving load & Seismic loads. The IRC Class 70R & Class A loading are considered for applying the moving load whereas the seismic load is considered for different zones with different soil type. It has been observed that with the increase in span the results also gets increased when there is a change in loading from Class A to Class 70 R

T-beam Bridge, Slab Bridge, Class A Loading, Class 70R, STAAD pro

"Analysis of Slab Bridge and T-Beam Bridge : A Case Study", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 11, page no.f537-f544, November-2023, Available :http://www.jetir.org/papers/JETIR2311562.pdf

"Analysis of Slab Bridge and T-Beam Bridge : A Case Study", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 11, page no. ppf537-f544, November-2023, Available at : http://www.jetir.org/papers/JETIR2311562.pdf