I have sloped steel w-beams connecting over HSS sq. columns - the colums and wall they are in are not perpindicular to the beams. (The intersect at an angle)
I have two questions. 1. What's the best way to cut the beam ends so that the cut end is parallel to column face and wall, and...2. how do I cut beam end face so that it is plumb cut to col. face and not perp. to beam slope?