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June 4, 2018 <br /> 288-ft Self-Supporting Tower Structural Modification Analysis Report CCI.BU No 816298 <br /> TEP Project Number 26146.157540, Order 412641, Revision 1 Page 11 <br /> Table 6-Tower Component Stresses vs. Capacity—LC4 <br /> Notes Component Elevation (ft) % Capacity Pass/Fail <br /> 1 Anchor Rods - 70.4 + Pass <br /> j 1 Base Foundation Soil Interaction - 76.7 Pass <br /> 1 Base Foundation Structural - 55.0 Pass <br /> Structure Rating (max from all components)= 97.1% <br /> Notes: <br /> 1) See additional documentation in"Appendix C-Additional Calculations"for calculations supporting the%capacity listed. <br /> 4.1) Recommendations <br /> 1) If the load differs from that described in Tables 1 and 2 of this report, "Appendix B—Base Level <br /> Drawing" or the provisions of this analysis are found to be invalid, another structural analysis <br /> should be performed. <br /> 2) The modifications depicted in "Appendix D—Structural Design Drawings" shall be installed and, <br /> upon completion, inspected. The tower and its foundation have-sufficient capacity to carry the <br /> proposed load configuration once the proposed modifications are installed. <br /> tnxTower Report-version 7.0.5.1 <br />