Section 8.5.3.1 (page 111) of the 1997 NDS Commentary provides guidance that allows edge distances as little as “2D” from the loaded edge when loaded perpendicular to grain, provided that we account for reduced capacity of the bolt. The way I understand it, we can reduce the capacity of the...
I can't help clear up the question. But I am investing this question on my own, because of construction tolerances. It seems as though inspectors allow 1/2" to 3/4" of plate overhang without consulting the engineer or design professional. This puts me in a position where I have to...
