Berniedog
Structural
- Dec 19, 2005
- 200
We are designing a commercial building that has a walk-out basement. Are there seismic loads due to the soil behind the walls that we have to take into consideration?
I checked ASCE-7-05 and I could not find anything. Chapter 19 made no sense to me at all.
I checked ASCE-7-05 and I could not find anything. Chapter 19 made no sense to me at all.