DaveAtkins
Structural
- Apr 15, 2002
- 2,888
I am working on a project where anchor bolt projection is a critical dimension. These are on grade bus stop platforms, where the custom designed shelter (designed by me, not an off the shelf shelter) will be anchored to a mat footing on grade, after which a topping slab containing a snow melt system will be placed over the mat footing.
I have instructed the design team we need a 6" topping slab, based on 4" anchor bolt projection at the shelter column base plates, and 2" cover over the anchor bolt tip. I believe 4" is a typical anchor bolt projection, but have been unable to find confirmation online. I plan to use 1-1/2" grout, and estimate the base plate will be no more than 1" thick (haven't designed them yet).
Is 4" a reasonable dimension for anchor bolt projection?
DaveAtkins
I have instructed the design team we need a 6" topping slab, based on 4" anchor bolt projection at the shelter column base plates, and 2" cover over the anchor bolt tip. I believe 4" is a typical anchor bolt projection, but have been unable to find confirmation online. I plan to use 1-1/2" grout, and estimate the base plate will be no more than 1" thick (haven't designed them yet).
Is 4" a reasonable dimension for anchor bolt projection?
DaveAtkins