Angle Bracing Vertical Out of Plane Tolerance
Angle Bracing Vertical Out of Plane Tolerance
(OP)
Is anyone aware of the maximum vertical out of plane tolerance allowed between the top and bottom of the bracing connections? In other words if the top and bottom connections do not line up vertically how far can they be out before the situation should be investigated? Does AISC address this condition in their erection tolerances? I couldn't find anything.
Thanks
Thanks






RE: Angle Bracing Vertical Out of Plane Tolerance