The math doesn't lie, I'm correct. For the purposes of this analysis I'm holding the bottom of the frame fixed. And then looking at how the rest of the frame and the towers will distort when the forces are applied. How the frame as a whole twists is a whole other analysis that can't be looked at until what is happening to the shock towers is understood.
Assuming a 100 lbs/in spring rate, compressed 4 inches.
Assuming the shocks are tilted 5° inboard at the top.
That makes it 400 lbs force acting at a 5° tilt at the upper shock bolt hole.
Vector Math breaks that down into two composite forces, one acting exactly vertical and the other acting exactly horizontal.
Sin 5° = Opposite/hypotenuse; This is a force triangle rather than a length triangle but the math is exactly the same.
So, Hypotenuse * Sin 5° => 400 * Sin5° = 34.86 lbs force in the horizontal direction. That's the static loading per shock tower, but the dynamic loading is going to scale up in the same proportion.
Even if the force and the angle are both doubled that is still only 138.92 lbs force per tower in the horizontal direction.
Obviously the bottom of the frame isn't fixed, and the rest of the frame is going to distort from that loading. Which will consume some of that horizontal component in moving other parts around.
I contend that the brace is superficial only and won't do much at all.