Hi,
It is my first time to design a pedestrian bridge using the LRFD Guide Specifications for Design of Pedestrian Bridges. The specs did not mention that seismic load shall be considered in the design of a pedestrian bridge. Is my understanding correct?
It is my first time to design a pedestrian bridge using the LRFD Guide Specifications for Design of Pedestrian Bridges. The specs did not mention that seismic load shall be considered in the design of a pedestrian bridge. Is my understanding correct?