Hello, I am trying to use LEAP Steel for a high skew steel bridge. When checking the automatically generated the concrete deck self-weight, there is an issue that I do not understand. The self weight of the concrete deck seems to be calculated with…

I've read the Conspan help that says that skew correction factors for shear are incorporated in the distribution factor (reference AASHTO LRFD 4.6.2.2.3c). Does conspan vary the skew reduction factor from max at supports to 1.0 at midspan?