Quote:
Originally Posted by Captain Snooze
No.
The clamping force exerted by the two diagonal bar bolts is enough to tie the two towers* together. That is, using the three bolts you've suggested is superfluous.
See this thread for development.
*No relation to Tolkien |
With that being said, how would you rate the STI tower brace? It uses more bolts + has the damper in the center of it.
Or is it just for +JDM points?