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" October 10,2016 <br /> i 90-ft Self-Supporting Tower Siructural Analysis Report—Revision i CCI BU No 826548 <br /> TEP Project Number 48i 67.99008,Application 364433, Revision 0 Page 7 <br /> S Nt�ion Elevation(ft) � Co TYPeent - Size � >Critical.� P(Iti) ` �Peoow(Ib); P° y; Pass/Fail <br /> - Element Ca acit - <br /> Bolt g3.8 Pass <br /> Checks <br /> Rating= 89.9 Pass <br /> Table 6-Tower Component Stresses vs. Capacity <br /> Notes; Component , ; Elevation (ft)_; , %Capacity _ Pass/Fail <br /> _ _ . ` __. ; ... . _ _ - . i _ : -. . - ._ .. . <br /> 1 Anchor Rods - 40.3 Pass <br /> 1 Base Foundation Soil Interaction - 83.9 Pass <br /> 1 Base Foundation Structural - 32.7 Pass <br /> Structure Rating�(max from all components)- . •� �89:9% <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 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 7.0.5.1 <br />� <br />