Abstract
Abstract: Bridges are the structures which are constructed to connect the way separated by river or valley. In India, there are different codes which are used to design bridges. Each code have different design provisions and methods. This study IRC codes which are used to design bridges which is based on limit state method. In this study, three single span of T-beam bridge of 10m, 15m and 20m length are designed as per IRC codes and analyzed with the help of STAAD pro software for moving load & Seismic loads. The IRC Class AA loading is considered for applying the moving load where as the seismic load for different zones with different soil type are considered. It has be concluded that e more or less similarities were found in the results as the span increases the results also gets increased
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