allan666
Well-known member
glad you typed that last line cos you lost me
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