college??

I know, but I read it again and it's starting to make sense. In my head anyway.
 
So if I'm erecting an independent (not design) and I put sway across 2 bays every 6th bay. Standard tie pattern. I would not need plan bracing ?
But if I choose to brace across 1 bay I have to put a plan brace in basically under 2nd lift then 1 every 12th bay ? Every 2 lifts
Is that right ? What about under returns ?
Cheers

single bay:- the way i understand it is if your going higher than 8m you plan brace at the 4th lift every 12 bays along, then you repeat this at the 8th and so on.....

im sure someone will put me right though!:push:
 
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