Does anybody know how the finishing machine loads are modeled during the deck placement sequence? The dialogue asks for the weight of the machine but I don't know if it distributes it over an area, the whole width of the bridge (like a screed machine), or if it's just a point load that moves around the influence surface.
Finishing Machine loads are considered as DW loads.
Finishing machine load is applied as Point load.
For deck over hand load , please check the help file.