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Would there be any structural advantage to overlap (2) 2x8x12 deck joists over the center of a double 2x10 drop beam. Span from ledger board to drop beam is 9-ft and span between drop beams is 9-ft/ This would create a 6-ft overlap directly over the drop beam. Seems like this would add a little more strength to the joists at the drop beam, in stread of just butting 2x8’s end-to-end over the center of the drop beam.