rule of thumb when to use monolithic turn-down slab vs slab same thickness
rule of thumb when to use monolithic turn-down slab vs slab same thickness
(OP)
If I have an equipment on skid say 40' long and 15' wide, should I just use 1'-2" thick slab (it's 1'-2" because the grade varies).
Or 6" inside slab thickened at the edge (monolithic turn-down slab).
What is the rule of thumb on this. This is concrete savings vs difficulty of forming.
Weight of equipment is minimal.
Or 6" inside slab thickened at the edge (monolithic turn-down slab).
What is the rule of thumb on this. This is concrete savings vs difficulty of forming.
Weight of equipment is minimal.






RE: rule of thumb when to use monolithic turn-down slab vs slab same thickness