I have a location where two deck types meet, one with a roof loading and the other with a floor loading. There is an odd line load being applied in the analysis that is greatly affecting the design on my beams and columns. I cannot see to find the source…

Hi Seth, Is it possible in Ram SS to apply line loads on slab edge in a concrete structures which does not have any beams? Or is it possible to apply line or point loads directly on concrete slab? when I apply line loads on slab edge I observe errors…