lutein
Structural
- Apr 24, 2002
- 136
We often use turndown slab, AKA thickened slab footing, for light frame structure with no frost depth requirements.
The slab on grade which pout monolithic with the turndown slab will ended up carrying additional moment resulted from the eccentricity, and I have been using finite element program, like ADAPT to design the footing and slab on grade. This is time consuming.
Therefore, I was wondering if there is any publications that show simplifed version.
Could you please kindly let me know where could i find something about this? I would appreciate it.
The slab on grade which pout monolithic with the turndown slab will ended up carrying additional moment resulted from the eccentricity, and I have been using finite element program, like ADAPT to design the footing and slab on grade. This is time consuming.
Therefore, I was wondering if there is any publications that show simplifed version.
Could you please kindly let me know where could i find something about this? I would appreciate it.