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WIND (ASCE 7-16 MWFRS) <br />Wind Analysis Method Analytic Directional Procedure <br />Basic Wind Speed (ultimate) 95.00 MPH Elevation Ht. 112.00 ft <br />Topography Factor Kzt = 1.00 Ke =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 8.000 ft <br />Peak Roof Height 14.170 ft α = 9.5 <br />Mean Roof Height 11.085 ft zg = 900 <br />Terrain Exp. Category C <br />Velocity Pressures q z =.00256 z V <br />Height (ft) Kz qz <br />he = 8.00 ft 0.849 16.60 <br />h = 11.09 ft 0.849 16.60 <br />z = 8 ft 0.849 16.60 L = Parallel to wind dir. <br />z = ft 0.849 16.60 B = Perp. to wind dir. <br />z = ft 0.849 16.60 <br />z = 0 ft 0.849 16.60 <br />Design Pressures p = qGC p - q h (GC pi ) <br />Transverse Direction:Note: Pressures are limit state design pressures for strength design. Multiple by 0.6 for ASD. <br />L = 42.17 L/B = 0.66 <br />B = 64.17 h/L = 0.26 Design Pressure (psf) <br />z (ft) qz (psf) Cp qGCp (+GCpi) (-GCpi) <br />Windward Wall 8.00 16.60 0.80 11.29 8.30 14.28 18.35 <br />0.00 16.60 0.80 11.29 8.30 14.28 18.35 <br />0.00 16.60 0.80 11.29 8.30 14.28 18.35 <br />0.00 16.60 0.80 11.29 8.30 14.28 18.35 <br />Leeward Wall 11.09 16.60 -0.50 -7.06 -10.04 -4.07 <br />Windward Roof (Positive) 11.09 16.60 0.24 3.45 0.47 6.44 <br />Windward Roof (Negative) 11.09 16.60 -0.25 -3.57 -6.56 -0.58 <br />Leeward Roof 11.09 16.60 -0.60 -8.47 -11.46 -5.48 <br />Total Roof load, pr =-11.92 -11.92 <br />MIN (SIN* pr , 8) =8.00 <br />Level Height Height Above Below Wind Load <br />1 8 6.17 8.00 130 <br />2 0 <br />3 0 <br />Longitudinal Direction:Note: Pressures are limit state design pressures for strength design. Multiple by 0.6 for ASD. <br />L = 64.17 L/B = 1.52 <br />B = 42.17 h/L = 0.17 Design Pressure (psf) <br />z (ft) qz (psf) Cp qGCp (+GCpi) (-GCpi) <br />Windward Wall 8.00 16.60 0.80 11.29 8.30 14.28 16.87 <br />0.00 16.60 0.80 11.29 8.30 14.28 16.87 <br />0.00 16.60 0.80 11.29 8.30 14.28 16.87 <br />0.00 16.60 0.80 11.29 8.30 14.28 16.87 <br />Leeward Wall 11.09 16.60 -0.40 -5.58 -8.57 -2.60 <br />Windward Roof (Positive) 11.09 16.60 0.25 3.56 0.57 6.55 <br />Windward Roof (Negative) 11.09 16.60 -0.25 -3.49 -6.48 -0.51 <br />Leeward Roof 11.09 16.60 -0.60 -8.47 -11.46 -5.48 <br />Total Roof load, pr =-12.03 -12.03 <br />MIN (SIN* pr , 8) = 8.00 <br />Level Height Height Above Below Wind Load <br />1 8 6.17 8.00 117 <br />0 <br />0 <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024