To know the corresponding vehicle position, Moving Load Tracer option can be used. Other lane could be defined with eccentricity of 2.1m.Īctivate the maximum displacement for the generated moving loadĬases, to view the uplift. Definition of one such lane is shown below. If it is intended to just move vehicle in a lane, then I'd recommend using the Transverse lane optimization option in traffic lane definition. Because in this case, the governing factor for distance between 2 vehicles is just margin and minimum transverse distance. In that case, I wouldn't recommend using moving load optimization. So, the distance between the vehicles could be more than 1.2m as well. So, to summarize, you want the vehicle to move only in 4.2m width and do not want vehicle of lane 1 to more over lane 2 par. My colleagues are having the same issues. It seems when I run my model, either the Lane 1 and Lane 2 boundaries are overlapping as opposed to the diagram below or the lane boundary is extending past the carriageway. So for example, for a 8.2m carriageway, I would like to have two 4.2m lanes with each vehicle 600 mm from its lane boundary, so that they keep a distance (margin) from the centerline of the bridge. I would like to keep margin at 600mm but have minimum distance between two vehicles at 1200mm. Margin and minimum vehicle distances are two different things. Do let us know if further assistance would be required.
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