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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 12.170 ft α = 9.5 <br />Mean Roof Height 10.085 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 = 10.09 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 = 36.5 L/B = 1.60 <br />B = 22.75 h/L = 0.28 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 16.64 <br />0.00 16.60 0.80 11.29 8.30 14.28 16.64 <br />0.00 16.60 0.80 11.29 8.30 14.28 16.64 <br />0.00 16.60 0.80 11.29 8.30 14.28 16.64 <br />Leeward Wall 10.09 16.60 -0.38 -5.35 -8.34 -2.36 <br />Windward Roof (Positive) 10.09 16.60 0.24 3.34 0.35 6.33 <br />Windward Roof (Negative) 10.09 16.60 -0.26 -3.64 -6.63 -0.65 <br />Leeward Roof 10.09 16.60 -0.60 -8.47 -11.46 -5.48 <br />Total Roof load, pr =-11.81 -11.81 <br />MIN (SIN* pr , 8) =8.00 <br />Level Height Height Above Below Wind Load <br />1 8 4.17 8.00 101 <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 = 22.75 L/B = 0.62 <br />B = 36.5 h/L = 0.44 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 10.09 16.60 -0.50 -7.06 -10.04 -4.07 <br />Windward Roof (Positive) 10.09 16.60 0.14 1.95 -1.04 4.94 <br />Windward Roof (Negative) 10.09 16.60 -0.32 -4.59 -7.57 -1.60 <br />Leeward Roof 10.09 16.60 -0.60 -8.47 -11.46 -5.48 <br />Total Roof load, pr =-10.42 -10.42 <br />MIN (SIN* pr , 8) = 8.00 <br />Level Height Height Above Below Wind Load <br />1 8 4.17 8.00 107 <br />0 <br />0 <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024