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August 11,2020 <br /> 190-ft Self-Supporting Tower Structural Analysis Report M BU No 826548 <br /> TEP Project Number'48167.359855, Order 485515, Revision 4 Page 7 <br /> Table 5-Tower Component Stresses vs. Capacity- LC7 <br /> Notes Component ` ! Elevation (ft) %Capacity Pass/Fail <br /> 1,2 Anchor Rods - 11.8 Pass <br /> 1,2 Base Foundation Soil Interaction', - 66.5 Pass <br /> 1,2 Base Foundation Structural - 24.8 Pass <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 /> 4.1) Recommendations <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 /> tnxTower Report-version 8.0.7.4 <br />