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WIND ANALYSIS FOR HUM-R-1,2 <br />ASCE 7-16 WIND: BUILDING DATA: <br />Basic wind speed (3 sec gust) = <br />110 <br />MPH <br />Exposure <br />B <br />Building Roof Height H = <br />40 <br />ft <br />Component Shape = Square <br />Component Height h = <br />4.5 <br />ft <br />Component Width W = <br />4.75 <br />ft <br />Component Depth D= <br />3 <br />ft <br />29.5, Design Wind Load on Other Components <br />F = <br />qZ G Cf Af <br />qZ= <br />.00256 KZ KZt Kd V2 <br />Ht. z at the centroid of area Af = <br />2.25 ft <br />Exposure coefficient KZ= <br />0.76 <br />Topography factor KZt = <br />1.00 <br />Directionality factor Kd = <br />0.95 <br />Occupancy Category = <br />4 <br />qZ = <br />22.36 psf <br />Gust Effect factor G = <br />0.85 <br />h/D = <br />1.50 <br />Force coeff Cf = <br />1.308 <br />Design wind pressure, F/Af = <br />24.87 psf <br />(Eq 29.5-1) <br />(Eq 29.3-1) <br />29.3.2, Table-29.3-1 <br />28.6.2 <br />Table 26.6-1 <br />26.9.1 <br />Figure 29.5-1 through 29.5-3 <br />Page 15 of 24 <br />