I am in desperate need of some seismic information for the area around Monterrey Mexico,
Or someone familiar with the Mexican "Manual for Design of Seismic, CFE)? Here's the data I've gotten. I need to know if it parallels IBC as far as when EQ bracing is required or if it's totally different and how these numbers and descriptions relate to IBC? "5.2.- Seismic Data: (Per Manual of Design for Seismic, CFE) Occupancy classification B Structural System classification Type 1 Soil Profile Type From geotechnical report Seismic Zone A Response Spectra c= 0.16 Ta= 0.30 Tb= 1.50 R= 2/3 Ductility Factor Q= 2" Thanks! Craig L. Prahl, CET Fire Protection Specialist Mechanical Department CH2MHILL Lockwood Greene 1500 International Drive PO Box 491, Spartanburg, SC 29304-0491 Direct - 864.599.4102 Fax - 864.599.8439 [EMAIL PROTECTED] http://www.ch2m.com _______________________________________________ Sprinklerforum mailing list http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum For Technical Assistance, send an email to: [EMAIL PROTECTED] To Unsubscribe, send an email to:[EMAIL PROTECTED] (Put the word unsubscribe in the subject field)
