fne
Structural
- Apr 18, 2013
- 39
We are beginning to get into buildings with large floor loads 500-1000 psf. When looking at this as a surcharge above footings when designing the foundations, what are people using as a reduction to the allowable soil bearing at a building column? The large surcharge loads may reduce our soil capacity by half. Are you using the full slab load or some portion thereof?