jmendler
Structural
- Jan 30, 2003
- 10
I am reviewing the wind loads used in the design of several buildings at our plant. The wind speed used in the design is 120mph (ASCE-7 02). My question is, this is the 3sec gust, so how can I relate this back to the Saffir-Simpson scale which is based on a 1min average. The NWS says the 3sec. gust is generally 20-25% higher meaning my building is only good for 95mph sustained winds?? This brings me down to a Cat. I hurricane not a Cat. III? Anybody??