2meterman
Structural
- Dec 6, 2006
- 11
I'm designing a warehouse that will have both fork lift wheel loads and rack loads on a concrete slab on grade.
I've done this kind of design before using ACI 360R - Design of Slabs on Ground.
My small dillema is that everything is set up for an axle with 2 wheels. The forklifts on this project have a single load axle with 2 wheels and just one drive wheel (no axle). I can design the slab without a problem for the loads on the load axle. But I'm not sure how to design the slab for the single driver wheel. The loads aren't real high, approximately 5 kips for the driver wheel with a surface contact area of 18 square inches.
Any suggestions?
I've done this kind of design before using ACI 360R - Design of Slabs on Ground.
My small dillema is that everything is set up for an axle with 2 wheels. The forklifts on this project have a single load axle with 2 wheels and just one drive wheel (no axle). I can design the slab without a problem for the loads on the load axle. But I'm not sure how to design the slab for the single driver wheel. The loads aren't real high, approximately 5 kips for the driver wheel with a surface contact area of 18 square inches.
Any suggestions?