Tilt Up Differential Settlement Tolerances
Tilt Up Differential Settlement Tolerances
(OP)
What amount of differential settlement do you find to be the tolerable limit for typical tilt up concrete construction? What would you have typicaly for footing loads?






RE: Tilt Up Differential Settlement Tolerances
4-5 klf for say a warehouse. maybe higher for other applications.
RE: Tilt Up Differential Settlement Tolerances