The evaluations of design values of actions (loads), action effects (bending moments, shears, etc.) resistances (of cross sections and of members in buckling) and limiting SLS Abstract This paper attempts to utilize the newer aspects of the limit state design of T-beam bridge girders as mentioned in IRCand highlights the noteworthy improvements over the commonly used conventional methods following IS: The bridge span is designedby usingIRC This example aims to determine the required amount of te