bugbus
Structural
- Aug 14, 2018
- 498
I am working on a project where we need to install about 70 handrail posts along a walkway. The longitudinal grade varies from about 0% at one end, gradually steepening to about 7% at the other end.
The posts will sit on a precast wall, which will come with the anchor bolts cast in perpendicular to the top of the wall. However, it is a requirement that the posts are installed truly vertical. Hence, every post will have a slightly varying angle to the precast wall.
In the interest of keeping the steel fabrication as simple as possible, I would like to avoid every post needing a slightly different baseplate angle. Instead, I would like to divide these into a few separate types, e.g. one to suit the 0-2% grade, the next to suit the 2-4% grade, etc.
My question is, what sort of angle can be tolerated between the baseplate and the anchor bolts? In the worst case, there would be a 1% (or about 0.6 degree angle) difference between these. Would I need to think about tapered washers? Is there some other solution to this? Thanks in advance.
The posts will sit on a precast wall, which will come with the anchor bolts cast in perpendicular to the top of the wall. However, it is a requirement that the posts are installed truly vertical. Hence, every post will have a slightly varying angle to the precast wall.
In the interest of keeping the steel fabrication as simple as possible, I would like to avoid every post needing a slightly different baseplate angle. Instead, I would like to divide these into a few separate types, e.g. one to suit the 0-2% grade, the next to suit the 2-4% grade, etc.
My question is, what sort of angle can be tolerated between the baseplate and the anchor bolts? In the worst case, there would be a 1% (or about 0.6 degree angle) difference between these. Would I need to think about tapered washers? Is there some other solution to this? Thanks in advance.