Thanks for the info. Much appreciated.
Mark McCormick, P. Eng.
On 7/23/07, Bill Polhemus < bill@polhemus.cc> wrote:
Jason Christensen wrote:******* ****** ******* ******** ******* ******* ******* *** * Read list FAQ at: http://www.seaint.org/list_FAQ.asp * * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to: * * http://www.seaint.org/sealist1.asp * * Questions to seaint-ad@seaint.org. Remember, any email you * send to the list is public domain and may be re-posted * without your permission. Make sure you visit our web * site at: http://www.seaint.org ******* ****** ****** ****** ******* ****** ****** ********Agreed. This is what we typically use in the process and industrial sector, and it does address "non-building structures" (including "non-building structures that look like buildints," etc.)Try ASCE 7-05 Chapter 15 'Seismic Design Requirements for Nonbuilding Structures'