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WIND LOAD CALCULATION <br />(Applied standard ASCE 7-16) <br />Structure's parameter: B =17.25 ft L =16 ft θ =0.0°he =8.2 ft <br />Fundamental natural frequency:n1 = 1.5 Hz hr =8.20 ft <br />h = 8.20 ft <br />Velocity Pressure:(Eq. 26.10-1) <br />Exposure:C <br />Basic wind speed: V = 96 mph <br />Topographic factor:(Eq. 26.8-1) <br />Ground Elevation Factor:Ke = 1 (Ke is permitted to be taken as 1.00 in all cases) <br />Wind Directionality Factor:Kd = 0.85 <br />Hill shape:Flat <br />We have: <br />Terrain parameters: H = -ft <br />Lh = -ft <br />x = -ft <br />Velocity Pressure Exposure Coefficients: <br />We have: α = 9.8 <br />=0.00256  <br />      () <br /> <br />=(1 +  ) <br />3 <br />1430 E Edinger Ave <br />3/27/2025