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July 20, 2025 <br />60-ft Monopole Tower Structural Analysis Report CCI BU No 845391 <br />TEP Project Number 229344.1130072, Order 709035, Revision 0 Page 5 <br />tnxTower Report - version 8.3.1.2 <br />Table 5 - Tower Component Stresses vs. Capacity - LC5 <br />Notes Component Elevation (ft) % Capacity Pass / Fail <br />1,2 Flange Connection 45.0 11.9 Pass <br />1,2 Flange Connection 30.0 29.9 Pass <br />1,2 Anchor Rods - 82.4 Pass <br />1,2 Base Plate - 40.0 Pass <br />1,2 Base Foundation Structural - 24.9 Pass <br />1,2 Base Foundation Soil Interaction - 23.9 Pass <br /> <br />Structure Rating (max from all components) = 82.4% <br />Notes: <br />1) See additional documentation in "Appendix C - Additional Calculations" for calculations supporting the % capacity listed. <br />2) Rating per TIA-222-H Section 15.5 <br /> <br />4.1) Recommendations <br /> <br />1) The tower and its foundation have sufficient capacity to carry the proposed load configuration. No <br />modifications are required at this time. <br />