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4 , � <br /> July 6, 2014 <br /> i90-ft Self Support Tower Structural Analysis CCI BU No 826548 <br /> TEP Project Number 481672i337,Application 249995, Revision 0 Page 7 <br /> Section Elevation.(ft) Component S�ZQ Critical P��b� �panaw(Ib) ��° Pass/Faii <br /> , No. Type Element , Capacity , <br /> ; T12 40-30 Top Girt L5x5x5/i 6 189 -5167 420 16908.100 30.6 P�S <br /> ' � 34.9(b) <br /> i---- <br /> T14 20-0 Top Girt L5x5x5/16 210 -5437.770 13973.700 38.9 Pass <br /> =�W- � Summary <br /> Leg(T13) 89.8 Pass <br /> � Diagonal g3.2 Pass <br /> (T2) <br /> � Top Girt 38.9 Pass <br /> (T14) <br /> Bolt 85.9 Pass <br /> Checks <br /> µ � W RATING= 93.2 � Pass � <br /> Table 6-Tower Component Stresses vs. Capacity <br /> Notes Component Elevation (ft) . %Capacity - Pass/Fail <br /> 1 � Anchor Rods � - � 40.3 � Pass <br /> 1 Base Foundation Soil Interaction - , 83.4 ��Pass <br /> 1 Base Foundation Structural - I 32.6 Pass <br /> Structure Rating (max from all components)- � � 93.2% <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 existing and proposed loads. <br /> No modifications are required at this time. <br /> tnxTower Report-version 6.1.4.1 <br /> - � � _ — — � <br />