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Series 200 �n� r�C�,� <br /> � <br /> Wind Calculation ASCE 7-10 Chapter 27 : <br /> Velocity Pressure 27.3.2 ASCE 7-10 <br /> k� = 0.85 Velocity Pressure Exposure Coefficients(Table 26.8-1) Notes: <br /> qh=0.00256 kZ kZt kd VZ KZt = 1.00 Topographic Factor(Fig.26.8-1) 1) Wind designed for exposure C <br /> Kd = 0.85 Wind Directionality Factor(Table 26.6-1) 2)The calculations in this report use the <br /> V = 100-170 Basic Wind Speed(mph) ASD values <br /> Velocity Pressure(psf) <br /> V <br /> 9n <br /> 100 105 110 115 120 125 13Q 135 140 145 150 155 160 170 <br /> Strength 18.50 20.39 22.38 24.46 26.63 28.90 31.26 33.71 36.25 38.89 41.62 44.44 47.35 53.45 <br /> /+SD(0.6•St.) 11.1a 12.24 13.43 14.68 15.98 17.34 18.75 20.23 21.75 23.33 24.47 26.66 28.41 32.07 <br /> Main Force Resisting System 27.4.3 ASCE 7-10 Monoslope Structure <br /> qh = See Table Velocity Pressure(psf) <br /> P=qh G CN � = o.as Gust Effect Factor <br /> C„ = See Table Net Pressure Coefficient <br /> CN �.� <br /> Tilt Angle Load Case Wind Direction 0' Wind Direction 180' <br /> �NW CNL �NW CNL <br /> 0o a i.z o.s i.z o.3 <br /> e -i.i -o.s -i.i -o.i GN <br /> A -0.6 -1.� 0.9 1.5 <br /> 7.5° <br /> e -1.4 0.0 1.6 0.3 <br /> A -0.9 -1.3 1.3 1.6 1����� <br /> 15° <br /> B -1.9 0.0 1.8 0.6 <br /> A -1.5 -1.6 1.7 1.8 <br /> 22.5° <br /> B -2.4 -0.3 21 0.7 <br /> A -1.8 -1.8 2.1 2.1 <br /> 30' <br /> B -2.5 -0.5 2.6 1.0 <br /> A -1.8 -1.8 2.1 2.2 <br /> 37.5° <br /> B -2.4 -0.6 2.7 1.1 <br /> �5, A -1.6 -1.8 2.2 2.5 <br /> B -2.3 -0.7 2.6 1.4 Wi�d loadtng Dfagram <br /> NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C3 of C29 <br />