reverbz
Structural
- Aug 20, 2024
- 61
Hey Guys,
If I have an uplift load on a PT slab on grade that exceeds the weight of the immediate area of the slab, how would you recommend dealing with this? A footing below the pt slab? I have a 700 lb allowable load and don't think I can justify the slab weight resisting it.
If I have an uplift load on a PT slab on grade that exceeds the weight of the immediate area of the slab, how would you recommend dealing with this? A footing below the pt slab? I have a 700 lb allowable load and don't think I can justify the slab weight resisting it.