Dabac
Why would I want to add a second failure mode to a flexible structure? The question isn't "why would it do that?", it's "how much force does it take to do that?" I don't know any way of estimating the type of load that would twist the hub out alignment, so I would probably need to do destructive testing to figure it out.
What problem does it solve? I still need to calculate spoke lengths for the mis-drilled hub. How hard can that be? It's a simple trigonometry problem. I just need to make accurate measurements off the hub.

em, PE