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April24,2019 <br /> 190-ft Self Supporting Tower Structural Analysis Report CCI BU No 826548 <br /> TEP Project Number 48167.253288, Order 478452, Revision 0 Page 7 <br /> Table 5-Tower Component Stresses vs. Capacity- LC7 <br /> Notes Component Elevation (ft) %Capacity Pass/Fail <br /> i 1,2 Anchor Rods - — - ---- 59.5 - -Pass - <br /> 1,2 Base Foundation Soil Interaction - 71.5 Pass <br /> 1,2 Base Foundation Structural - 26.2 Pass <br /> Structure Rating(max from all components)= 89.0% <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) If the load differs from that described in Tables 1 and 2 of this report,the referenced drawings, or <br /> the provisions of this analysis are found to be invalid, another structural analysis should be <br /> performed. <br /> 2) The tower and its foundation have sufficient capacity to carry the proposed load configuration. <br /> No modifications are required at this time. <br /> tnxTower Report-version 8.0.5.0 <br />