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, ,. <br /> Crown Castfe 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 /> ,�NS:z%W��ae <br /> a <br /> ����;i �O� C,;�,rt��� <br /> • ,,........, �d(,, Is <br /> ,�/��,� �`G � �����•��� <br /> ,,��• ��i��'o� <br /> � � Id�. 61 : E <br /> . <br /> s � ipyr*" <br /> � •�+�ti <br /> ��i 2�f(r3:��: <br /> s O: S�ATB :"�'�K <br /> °,+��•���,� 0' �♦c���: <br /> �� • Op� • � Y <br /> ,�I, $ ���������� •� ,�94 <br /> ����Da1AL �'��� <br /> staae���sN��N <br /> tnxTower Report-version 6.0 4.0 <br />