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WIND LOAD (ASCE 7-16 MWFRS) <br />Analysis Method Analytic Directional Procedure <br />Basic Wind Speed (ultimate) 95.00 MPH <br />Topography Factor Kzt =1.00 <br />Directionality Factor Kd =0.85 <br />Gust Effect Factor G = 0.85 <br />Internal Pressure Coefficients (GCpi) =0.18 -0.18 <br />Roof Pitch 5.00 :12 22.62 DEG <br />Roof Eve Height 9.000 ft <br />Peak Roof Height 14.830 ft <br />Mean Roof Height 11.915 ft <br />Terrain Exp. Category C <br />Building Length, Parallel to wind direction, L= 40.083 ft L/B = 2.14 <br />Builing Width, Perpendicular to wind direction, B = 18.75 ft h/L =0.30 <br />Elevation Ht. 74.84 ft <br />Ke =1.00 <br />α = 9.5 <br />zg = 900 <br />Velocity Pressures q z =.00256 K K K <br />Height (ft)Kz Kzt Kd Ke V (MPH)qz <br />9.00 0.849 1.00 0.85 1.00 95.00 16.63 <br />11.92 0.849 1.00 0.85 1.00 95.00 16.63 <br />11.915 0.849 1.00 0.85 1.00 95.00 16.63 <br />0.849 1.00 0.85 1.00 95.00 16.63 <br />0.849 1.00 0.85 1.00 95.00 16.63 <br />0.849 1.00 0.85 1.00 95.00 16.63 <br />Design Pressures p = qGC p - q h (GC pi ) <br />Note: Pressures are limit state design pressures for strength design. Multiple by 0.6 for ASD. <br />Transverse Direction: <br />z (ft)qz (psf)Cp qGCp (+GCpi) (-GCpi) <br />11.92 16.63 0.80 11.31 8.31 14.30 <br />0.00 16.63 0.80 11.31 8.31 14.30 <br />0.00 16.63 0.80 11.31 8.31 14.30 <br />0.00 16.63 0.80 11.31 8.31 14.30 <br />11.92 16.63 -0.29 -4.14 -7.13 -1.15 <br />Windward Roof (Positive)11.92 16.63 0.22 3.17 0.18 6.17 <br />Windward Roof (Negative)11.92 16.63 -0.27 -3.77 -6.76 -0.77 <br />11.92 16.63 -0.60 -8.48 -11.47 -5.49 <br />-11.65 -11.65 <br />8.00 <br />Longitudinal Direction: <br />z (ft)qz (psf)Cp qGCp (+GCpi) (-GCpi) <br />11.92 16.63 0.80 11.31 8.31 14.30 <br />0.00 16.63 0.80 11.31 8.31 14.30 <br />0.00 16.63 0.80 11.31 8.31 14.30 <br />0.00 16.63 0.80 11.31 8.31 14.30 <br />11.92 16.63 -0.50 -7.07 -10.06 -4.07 <br />Windward Roof (Positive)11.92 16.63 0.05 0.75 -2.24 3.74 <br />Windward Roof (Negative)11.92 16.63 -0.41 -5.86 -8.85 -2.87 <br />11.92 16.63 -0.60 -8.48 -11.47 -5.49 <br />-9.23 -9.23 <br />8.00 <br />Longitudinal Transverse <br />1 11.915 2.915 9.00 106 92 <br />Windward Wall <br />Leeward Wall <br />Leeward Roof <br />Total Roof load, pr = <br />MIN (SIN* pr , 8) = <br />Level Height Height Above Below Wind Load (plf) <br />Windward Wall <br />Leeward Wall <br />Leeward Roof <br />Total Roof load, pr = <br />MIN (SIN* pr , 8) = <br />Page 13 of 19 <br />522 S Raitt St & #2 - <br />101118250-518/19/2024