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May 10, 2023 <br /> 100-ft Self-Supporting Tower Structural Analysis Report CCI BU No 856390 <br /> TEP Project Number 62974.861100, Order 628726, Revision 3 Page 6 <br /> Table 5 -Tower Component Stresses vs. Capacity -LC5 <br /> Notes Component Elevation (ft) % Capacity Pass I Fail <br /> 1,2 Anchor Rods - 26.3 Pass <br /> 1,2 Base Foundation Structural - 11.8 Pass <br /> 1,2 Base Foundation Soil Interaction - 60.4 Pass <br /> Structure Rating (max from all components) = 60.4% <br /> Notes: <br /> 1) See additional documentation in"Appendix C-Additional Calculations" or calculations supporting the%capacity listed. <br /> 2) Rating per TIA.-222-H Section 15.5 <br /> 4.1) Recommendations <br /> 1) The tower and its foundation have sufficient capacity Ko carry the proposed load configuration. No <br /> modifications are required at this time. <br /> tnxTower Report-version 8.1.1.0 <br />