ASCE 7-05 provides three primary methods for calculating wind loads:
: Gust effect factor (accounts for turbulence and building stiffness). Cpcap C sub p wind load calculation as per asce 7-05
[Generated for Technical Review] Date: [Current Date] ASCE 7-05 provides three primary methods for calculating
Assume Kzt = 1.0, Kd = 0.85 (Table 6-4 for MWFRS) qz = 0.00256 × 0.90 × 1.0 × 0.85 × (100)² × 1.0 qz = 0.00256 × 0.90 × 0.85 × 10000 = 19.58 psf → use 20 psf or access via:
ASCE 7-05 is out of print from ASCE. You may find used copies, or access via: