dozer
Structural
- Apr 9, 2001
- 502
If you were told to design a process module than could be plunked down pretty much any place in 70% of the livable land mass of the world, what seismic criteria would you use? I'm in the U.S. so I picked some S1 and Ss values along with risk category III and site class E that would allow it to go in probably around 90% of the U.S. Do you think this would fit the criteria?
I realize there are different codes all over the world and this is not a simple problem. Just trying to get a feel for it. Thanks.
I realize there are different codes all over the world and this is not a simple problem. Just trying to get a feel for it. Thanks.