learning2geotech
Civil/Environmental
- Apr 4, 2019
- 38
ASCE 7-22 states "Classes A and B shall not be assigned to a site if there is more than 10 feet of soil between the rock surface and the bottom of the spread footing or mat foundation." If my measured shear wave velocity is greater than 3000 ft/s (minimum requirement for Class B) but only half of the building meets the rock distance requirement, can I still assign a Class B to the site?