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April 9, 2015 <br /> 190-ft Self-Support Tower Structural Analysis CCI BU No 826548 <br /> TEP Project Number 48167.31573,Application 289616, Revision 1 Page 2 <br /> TABLE OF CONTENTS <br /> 1) INTRODUCTION <br /> 2)ANALYSIS CRITERIA <br /> Table 1 - Proposed Antenna and Cable Information <br /> Table 2- Existing and Reserved Antenna and Cable Information <br /> Table 3- Design Antenna and Cable Information <br /> 3)ANALYSIS PROCEDURE <br /> Table 4- Documents Provided <br /> 3.1)Analysis Method <br /> 3.2)Assumptions <br /> 4)ANALYSIS RESULTS <br /> Table 5-Section Capacity (Summary) <br /> Table 6-Tower Component Stresses vs. Capacity <br /> 4 1) Recommendations <br /> 5) APPENDIX A � <br /> tnxTower Output �,{ '���' �A <br /> 6)APPENDIX B ����� . �• ���!'�� <br /> Base Level Drawing `���,�.�' �,� � sF 'Q��so <br /> 7)APPENDIX C = No 75317 = <br /> Additional Calculations �z � <br /> ;� — <br /> r .`'iTH i c O F = <br /> °O � <br /> ��ii��'c��s F��R 10 P G���\�� <br /> ' �0�0 S�OfVAI- �� ���� 1 <br /> ���/l1111111���� �`°i 'f <br /> tnxTower Report-version 6 1.4.1 <br /> -� <br />