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� � <br /> Crown Castle USA, Inc. October 24, 2012 <br /> 285 Ft Self Support Tower Structural Analysis CCI BU No 816298 <br /> Project Number 012-01232-00,Application 165308, 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) DISCLAIMER OF WARRANTIES <br /> 6)APPENDIX A <br /> tnxTower Output <br /> 7)APPENDIX B <br /> Base Level Drawing <br /> 8)APPENDIX C <br /> Additional Calculations <br /> �����m��ae���s <br /> •`�,Qk°��,O� ���'��� <br /> ���;� � � sa�� <br /> ±' ; f�€�. 615 :'� <br /> . <br /> . . <br /> 9 ,�,�� <br /> w � (��d,9,°, <br /> :a�. sT �� o :�_�p. <br /> ,,,,�, �f��;,^� <br /> ' �`.'•�� �� �.�e',. <br /> •e���� ��•� �t r��,¢� ���; <br /> +� ���,� �1.v �;y �' <br /> ���°� _.:enr'tEO�e' <br /> tnxTower Report-version 6.0 4 0 <br />