Two point brace? The only thing it could possibly stiffen is the distance between the tops of the strut towers. Even in that, there's no triangulation, so is this a moment resisting member? There is near zero added stiffness torsionally and none fore aft, and none vertically. In addition the lever arm from the UCA pickups to the top of the bend on this part is rather large. So, I'm curious, what is the measured dimensional change in the distance between the tops of the strut towers under load that this part is designed to resist, and does it in fact make a significant change.
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