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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 13.250 ft <br />Mean Roof Height 11.125 ft <br />Terrain Exp. Category C <br />Building Length, Parallel to wind direction, L= 48.75 ft L/B = 3.05 <br />Builing Width, Perpendicular to wind direction, B = 16 ft h/L = 0.23 <br />Elevation Ht. 87.23 ft <br />Ke =1.00 <br />α = 9.5 <br />zg = 900 <br />Velocity Pressures q z =.00256K z K zt K K e V <br />Height (ft)Kz Kzt Kd Ke V (MPH)qz <br />9.00 0.849 1.00 0.85 1.00 95.00 16.62 <br />11.13 0.849 1.00 0.85 1.00 95.00 16.62 <br />11.125 0.849 1.00 0.85 1.00 95.00 16.62 <br />0.849 1.00 0.85 1.00 95.00 16.62 <br />0.849 1.00 0.85 1.00 95.00 16.62 <br />0.849 1.00 0.85 1.00 95.00 16.62 <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 />11.13 16.62 0.80 11.30 8.31 14.29 <br />0.00 16.62 0.80 11.30 8.31 14.29 <br />0.00 16.62 0.80 11.30 8.31 14.29 <br />0.00 16.62 0.80 11.30 8.31 14.29 <br />11.13 16.62 -0.25 -3.50 -6.49 -0.51 <br />Windward Roof (Positive)11.13 16.62 0.25 3.57 0.57 6.56 <br />Windward Roof (Negative)11.13 16.62 -0.25 -3.50 -6.49 -0.51 <br />11.13 16.62 -0.60 -8.48 -11.47 -5.48 <br />-12.04 -12.04 <br />8.00 <br />Longitudinal Direction: <br />z (ft)qz (psf) Cp qGCp (+GCpi) (-GCpi) <br />11.13 16.62 0.80 11.30 8.31 14.29 <br />0.00 16.62 0.80 11.30 8.31 14.29 <br />0.00 16.62 0.80 11.30 8.31 14.29 <br />0.00 16.62 0.80 11.30 8.31 14.29 <br />11.13 16.62 -0.50 -7.06 -10.05 -4.07 <br />Windward Roof (Positive)11.13 16.62 0.03 0.43 -2.56 3.42 <br />Windward Roof (Negative)11.13 16.62 -0.44 -6.28 -9.27 -3.28 <br />11.13 16.62 -0.60 -8.48 -11.47 -5.48 <br />-8.90 -8.90 <br />8.00 <br />Longitudinal Transverse <br />1 11.125 2.125 9.00 100 82 <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 19 of 26 <br />810 N English St & Unit <br />#25/7/2025