ashcac
Civil/Environmental
- Oct 14, 2015
- 7
Let say i have a building 30 storey high (morethan 60ft high) covered with glass facade and louver system. I just wanted to design the louver and facade system of the lowest two level of the structure. Using ASCE 7-2010, can i calculate the applied wind load on that specific floor using just the height of the lowest two level only rather than considering the full height of the structure?