DaveAtkins
Structural
- Apr 15, 2002
- 2,895
I am designing a one story, wood framed, "prototype" coffee shop (that is, it can be built anywhere in the country). It turns out that Florida wind loads governed the lateral analysis, but I came across something curious when checking seismic loads.
Unless I am reading the maps in IBC incorrectly, the "worst" seismic situation (based on the highest Ss and S1) is not in California at all, but rather at the New Madrid fault in Missouri. Is this correct?
DaveAtkins
Unless I am reading the maps in IBC incorrectly, the "worst" seismic situation (based on the highest Ss and S1) is not in California at all, but rather at the New Madrid fault in Missouri. Is this correct?
DaveAtkins