Slab on grade edge load
Slab on grade edge load
(OP)
At what distance from the edge of a slab does the load need to be considered an "edge load"? I've got a narrow pavement with fairly channelized wheel loads. All of the references I have on slab/pavement design talk about edge loading but don't specify the distance from the edge where edge loading needs to be considered.






RE: Slab on grade edge load
I'm assuming that your design approach is broadly based on Westergaard...
RE: Slab on grade edge load
RE: Slab on grade edge load
RE: Slab on grade edge load
RE: Slab on grade edge load