midas Civil Case Study Steel Composite Bridges Steel Ladder Deck Bridge Push Launch Method Construction Stage Analysis Shear Lag Deck Slab Grillage Model FEM Transverse Deck Analysis Full Plate Model
This webinar shows a case study about the steel composite ladder deck girder bridge. The webinar will highlight major factors to consider in the design of this type of bridge, such as shear lag and buckling effects. It will provide recommendations on the suitability and use of different model types. Since many ladder deck bridges are constructed using the push launch method, special considerations for the construction sequence will be discussed.