Present paper deals with modeling and analysis of aqueduct structure in Staad. Pro. An attempt is made to model aqueduct in software and results are observed with given loading condition. Aqueduct is a cross drainage structure carrying canal supported with piers which concerned with river current. In the paper loading actiong on barrels and stresses are observed after analysis. In the paper loadings are mainly acting on the barrels are considered to check behavior of the barrel. Seismic static loading is applied by the virtue of self weight and other loadings.