I measured 1.25" of deflection at the end of this 4x10 cantelevered beam supporting the corner of the roof. The beam is cantelevered 68". How much deflection is too much in a cantelevered beam? Does L/360 work for cantelevers? That is only 3/16" in this case.
I am definitely going to write this up, but I was looking for a guide to use for situations that aren’t so obviously bad.