Week 2 Challenge

Given Data:

Width of the bridge deck is 7m ,

Span of the bridge is 24m,

Pier size is 2 m diameter,

The seismic zone is Zone III,

Wind speed is 42 km/hr,

Unit weight of soil is 18 kN/m3

Solution: We have modeled bridge in the stadd pro and then applied supports, properties, and Loading according to IRC i.e. Class AA Loading.

We have applied Class A Loading. We have applied all loads as given in the Class A diagram and performed analysis. The various results have been generated which are mentioned in the below reports of I Girder bridge.