Following is for student project in Bridge Engineering class:
We have modeled a two-span continuous bridge in STAAD. We intend to assign Wind loads, based on AASHTO 2012 values. How can a wind definition be created to assign a wind load?
Our wind loads are 0.05 ksf (transverse direction), 0.012 ksf (longitudinal direction) & wind component on live load are 0.1 ksf (transverse) and 0.04 ksf (longitudinal).