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July 26,2013 <br /> 190-ft Self Support Tower Structural Modification Analysis CCI BU No 826548 <br /> TEP Project Number 48167.7359,Application 185469, Revision 4 Page 7 <br /> Table 6-Tower Component Stresses vs. Capacity <br /> Notes Component Elevation(ft) %Capacity Pass/Fail <br /> 1 Anchor Rods I 43.6 Pass <br /> 1 Base Foundation Soil Interaction 1 89.5 Pass <br /> 1 Base Foundation Structural - I 30.8 Pass <br /> Structure Rating(max from all components)'= 96,3% <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 Modification Drawings"shall be installed <br /> and, upon completion, inspected. The tower and its foundation have sufficient capacity to carry <br /> the existing and proposed loads once the proposed modifications are installed. <br /> tnxTower Report-version 6.0.4.0 <br />