It appears that the Future Wearing Surface ksf in the wizard is being multiplied by the entire width of the bridge (minus barriers) and then being applied to every beam (slab). I have to enter the load without the wizard to get the proper load per foot on the beam. Has anyone noticed this? If the wizard FWS load is ksf why isn't it being distributed to the beams?
Thanks, Vinay for your reply. I finally figured out that in the Results for Reactions, where Conspan is providing a table of numbers - The reactions from composites are for the width of the bridge. DL is per beam. I did not read the last note on that table. Reactions will be in this format regardless of the Distribution chosen in the Analysis factors. Appreciate your help.