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October 10, 2016 • ` <br /> 190-ft Self-Supporting Tower Structural Analysis Report—Revision 9 CCI BU No 826548 _ <br /> TEP Project Number 48167.99008,Application 364433, Revision 0 Page 3 , <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 Infiormation <br /> � Table 3- Design Antenna and Cable Information <br /> 3)ANALYSIS PROCEDURE <br /> -Table 4-Documents Provided - <br /> 3.1)-Analysis �lethod <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 /> � II1 <br /> .���.���N FT�o��'�1b�a�� <br /> `� � 2� � <br /> � No. 77387 � I <br /> : * *= <br /> . * . , � <br /> STA7E'OF ��` <br /> '����.r FCOR10P ����� <br /> � <br /> /��//�SS�ONA��?���` <br /> �iir�ni�� _ <br /> tnxTower Report-version 7.0.5.1 �� <br />