Modeling of non-composite bridge
bridge is non-composite (can’t use Wizard), so I created the main girder, it’s
tapered section and stringers using Nodes and elements. Now, I am wondering, how
can I define the deck over this superstructure? Material available online related to Bridge modelling in Midas only talks about the composite sections. I would really appreciate you explaining this in detail with the steps and previous model done in Midas for non-composite bridge. Thanks!