Laserfiche WebLink
<br />. <br /> <br />. <br /> <br />. <br /> <br />Results of Analysis: <br /> <br />Refer to the attached Computer Summary sheets for detailed analysis results. <br /> <br />Structure: <br /> <br />The existing tower is structurally capable of supporting the existing and proposed <br />antennas. The maximum structl!re usage is: 92.0%. <br /> <br />Foundation: <br /> <br />Anchor Design Analysis %Of <br />Radius Uplift Uplift Design <br />(Ft) (kip) (kip) <br />150.0ft 22.15 13.28 59.9 <br />320.0 ft 24.70 26.53 107.4 <br />500.0 ft 61.70 51.26 83.1 <br /> <br />The structure base reactions resulting from this analysis do not exceed or slightly <br />exceed the ones shown on the original structure drawings. The excess amount is <br />considered acceptable. <br /> <br />Review and Recommendations: <br /> <br />Based on the analysis results, the existing structure meets the requirements per the <br />EIAfTIA-222-F standards for a basic wind speed of 80 mph with 1/2" radial ice. <br /> <br />. Page 4 <br />