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<br />Project Number: 162721 Page 4 September 12, 2025 <br />Analysis Results <br /> <br />The results of the structural analysis, performed for the wind and ice loading and antenna equipment as defined <br />above, are summarized as the following: <br /> <br />Tower Component Utilization % Pass / Fail <br />Pole Shaft 72.6% Pass <br />Anchor Bolt 48.7% Pass <br />Base Plate 29.6% Pass <br />Serviceability 34.2% Pass <br />Structure Rating – (Controlling Utilization of all Components) 72.6% <br /> <br /> <br />Foundations <br /> <br /> Moment (Kip-Ft) Shear (Kips) Axial (Kips) <br />Analysis Reactions 366.5 7.4 14.1 <br /> <br />The foundation has been investigated using the supplied documents and soils report and was found adequate. <br />Therefore, no modification to the foundation will be required. <br /> <br />Service Load Condition (Rigidity) <br /> <br />The maximum twist and sway of the microwave dishes under the operational wind speed as specified in the Analysis <br />Criteria are listed in the table below: <br /> <br />Elevation (ft) Antenna / Dish Carrier Twist (deg) Sway (deg) <br />54.5 Dish w/ ODU - Dish Sprint Nextel 0.000 0.976 <br /> <br />It is recommended that the carriers review the twist and sway values of the microwave dishes. <br /> <br />Conclusions <br /> <br />Based on the analysis results, the existing structure and its foundation were found to be adequate to safely support <br />the existing and proposed equipment and meet the minimum requirements per the TIA-222 Standard under the <br />design basic wind speed as specified in the Analysis Criteria. <br /> <br />