Wind Load Calculation As Per Asce 7-05 |link|

: Wind directionality factor (found in Table 6-4). For buildings, it is typically : Basic wind speed (mph). : Importance factor. Step 2: Determine Gust Effect Factor ( Gfcap G sub f

For the Main Wind-Force Resisting System (MWFRS) of Rigid Buildings: The net design pressure ( wind load calculation as per asce 7-05

p=q×G×Cp−qi×(GCpi)p equals q cross cap G cross cap C sub p minus q sub i cross open paren cap G cap C sub p i end-sub close paren Where: for windward walls at height for leeward walls, side walls, and roofs. for enclosed or partially enclosed buildings. : Wind directionality factor (found in Table 6-4)

Determine K_z at roof height: For Exposure C, K_z at 25.1 ft = 0.946 K_h = 0.946 wind load calculation as per asce 7-05