WWTEng
Structural
- Nov 2, 2011
- 391
Are there any major difference between the latest 2013 California BC and ASCE 7-10 for seismic design? I recall that in the previous codes some of the R values were different between the two but I can't seem to find any differences.
I don't reside in CA and use CBC only occasionally.
I don't reside in CA and use CBC only occasionally.