Part 6 is for rooftop equipment, chimneys, tanks, etc.Ĭhapter 31 - wind tunnel procedure used for larger, odd shaped buildings.Ĭheck out Eng-Tips Forum's Policies here:įAQ731-376: Eng-Tips. Part 4 is a simplified method for buildings <= 160 ft. So is it safe to say that exposure does not effect zones 4 and 5 My gut is saying that it still should be, with something like either a Lambda coefficient (like part 2) or EAF (like Part 4). 30.4-2A,B & C but these only apply to zones 1-3. Part 2 is a simplified procedure for simple buildings 60 ft. The closest thing I found is on Figure 30.6-1 under notes item 6 which references Fig.
Part 1 is the general/main procedure for all buildings - we typically use this. for design of your floor/roof diaphragms and and main wind braces or moment frames) Main Wind Force Resisting System Wind Forces (MWFRS)Ĭhapter 27 is a directional procedure for Main Wind Force Resisting systems - MWFRS (i.e.
7.30.5.1 ISSUING AGENCY: New Mexico Department of Health, Epidemiology and Response Division and Division of Health Improvement. The "procedures" and calculations are almost identical to 7-05 but simply re-arranged in a different order - separated by chapters that were an attempt to help with the use of the code.Ĭhapter 26 is always used - simply provides for determining the base wind pressure. CHAPTER 30 FAMILY AND CHILDREN HEALTH CARE SERVICES.
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