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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 4.00 :12 18.43 DEG <br />Roof Eve Height 10.000 ft <br />Peak Roof Height 15.250 ft <br />Mean Roof Height 12.625 ft <br />Terrain Exp. Category C <br />Building Length, Parallel to wind direction, L= 46.08 ft L/B = 1.29 <br />Builing Width, Perpendicular to wind direction, B = 35.75 ft h/L =0.27 <br />Elevation Ht. 92.00 ft <br />Ke =1.00 <br />α = 9.5 <br />zg = 900 <br />Velocity Pressures q z =.00256 z z <br />Height (ft)Kz Kzt Kd Ke V (MPH)qz <br />10.00 0.849 1.00 0.85 1.00 95.00 16.62 <br />12.63 0.849 1.00 0.85 1.00 95.00 16.62 <br />12.625 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 />12.63 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 />12.63 16.62 -0.44 -6.25 -9.24 -3.25 <br />Windward Roof (Positive)12.63 16.62 0.12 1.68 -1.31 4.67 <br />Windward Roof (Negative)12.63 16.62 -0.38 -5.30 -8.29 -2.31 <br />12.63 16.62 -0.57 -8.03 -11.02 -5.04 <br />-9.71 -9.71 <br />8.00 <br />Longitudinal Direction: <br />z (ft)qz (psf)Cp qGCp (+GCpi) (-GCpi) <br />12.63 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 />12.63 16.62 -0.50 -7.06 -10.05 -4.07 <br />Windward Roof (Positive)12.63 16.62 0.06 0.81 -2.18 3.80 <br />Windward Roof (Negative)12.63 16.62 -0.42 -5.89 -8.88 -2.90 <br />12.63 16.62 -0.57 -8.03 -11.02 -5.04 <br />-8.84 -8.84 <br />8.00 <br />Longitudinal Transverse <br />1 12.625 2.625 10.00 113 111 <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 />16 <br />2217 W Civic Center Dr <br />Unit# 29/9/2024