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?
The FWS can be distributed equally to all the beams are based on Tributary fraction or the factor can be calculated manually and applied to each beam.
It up to the user .