I'm working on a project where I need to hang some 6x8 joists off of other ones currently in place, using steel hangers pictured below. These are all 5 1/4" w x 7" d and the first row of 3/8" lag screws would sit at 1 3/4" from the top of the beam while the second row would sit at 5 1/4" from the top, which is below the neutral axis of 3 1/2" (I assume).
Previously, I didn't think much of this until I read the following in the NDS manual Table 12.5.1C.2 (numbered page 88):
Heavy or medium concentrated loads shall not be suspended below the neutral axis of a single sawn lumber or structural glued laminated timber beam except where mechanical or equivalent reinforcement is provided to resist tension stresses perpendicular to grain....
My question is about there being two rows of bolts, one above the axis and one below: because of the upper row is the lower row not a problem? Or must I find a hanger with a top flange, or worse put a larger beam in place?
In the diagram the first dark colored beam is the existing joist that the new, light-colored joists will hang off of. The two light-colored joists to the right will also hang off of their respectively loaded joists.

