The only down side I can see to the combination of two graphite rods either side of a single DA trussrod is the potential effect on minimum neck depth. From what I've read on TB, most builders regard around 3/32" to 1/8" of wood under the deepest part of the trussrod to be absolute minimum to prevent it blowing out. I have probably erred on the side of caution maintaining a full 1/8". The graphite rods I have used are 1/8" thick x 3/8" deep, so they don't really enter into the neck profile equation unless you are doing some kind of bizarre hard "vee" shape. @Bruce Johnson has some pretty convincing theories on neck stiffness using a proprietary truss rod design and ins some cases a "back strap" of carbon fiber TOW strands set in epoxy. I have an open mind on the subject, curious to hear if any real consensus on this is developing.