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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 2 <br /> TABLE OF CONTENTS <br /> 1) INTRODUCTION <br /> 2) ANALYSIS CRITERIA <br /> Table 1 - Proposed Antenna and Cable Information <br /> Table 2 - Existing 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 <br /> 6)APPENDIX B <br /> Base Level Drawing <br /> 7)APPENDIX C <br /> Additional Calculations <br /> 8)APPENDIX D <br /> Structural Modification Drawings <br /> \ <br /> 1i <br /> 1 41 <br /> NO. 74102 <br /> ro u E <br /> STATE OF r Z. <br /> ( •�i t <br /> _� <br /> tnxTower Report-version 6.0.4.0 ���7��� ;N,;��A L ,sy.. �' <br /> i6, 1 1 <br />