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April 12,2017 <br /> 150-ft Monopole Tower Structural Analysis Report CCI BU No 826263 <br /> TEP Project Number 46302.115847,Application 387666, Revision 1 Page 6 <br /> 4)ANALYSIS RESULTS <br /> Table 5-Section Capacity(Summary) <br /> Section Elevation(ft) Component Size Element P(lb) 4Peiww(Ib) Capacity _Critical % PFai!ass/ <br /> L1 150.083-119.666 Pole TP36.21x30.125x0.188 1 -9168.69 1178140.00 '. 23.8 Pass <br /> L2 119.666-92.2497 Pole TP41.314x34.751 x0 375 2 -17192.60 3453250.00 + 22.8 Pass <br /> L3 92.2497-45.6663 Pole TP49.873x39.348x0 5 3 -38186.40 5681010.00 35.9 Pass <br /> L4 <br /> 45.6663-0 Pole TP58x47.441x0.625 4 -66191.30 8498710.00 40.6 Pass <br /> Summary <br /> Pole(L4) 40.6 Pass <br /> Rating 1 74 40.6 Pass <br /> Table 6-Tower Component Stresses vs. Capacity <br /> Notes Component Elevation(ft) %Capacity Pass/Fail <br /> 1 Anchor Rods - 72.3 Pass <br /> 1...___ Base Plate _ 41.2 Pass <br /> 1 Base Foundation Soil Interaction - 40.4 Pass <br /> 1 Base Foundation Structural - 83.2 Pass <br /> Structure Rating (max from all components)= 83.2% <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 />