Azmarya
Civil/Environmental
- Apr 14, 2020
- 11
I designed anchoring for stone blocks (dentil stone, wall band stone, coping stone) into a msonry wall for an existing building in NY. The anchoring design was based on the dead load of the stones. I received comments saying to design for seismic. Can anyone provide guidance on how to go about seismic design for stone blocks?
Thanks
Thanks