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November 29, 2018 <br /> 287.667 Ft Self Support Tower Structural Analysis CCI BU No 816298 <br /> Project Number 9800.816298,Phase 2, Order 468057, Revision 3 Page 2 <br /> TABLE OF CONTENTS <br /> 1) INTRODUCTION <br /> 2) ANALYSIS CRITERIA <br /> Table 1 - Proposed Equipment Configuration <br /> Table 2-Other Considered Equipment <br /> 3)ANALYSIS PROCEDURE . <br /> Table 3-Documents Provided <br /> 3.1)Analysis Method <br /> 3.2)Assumptions <br /> 4)ANALYSIS RESULTS <br /> Table 4- Section.Capacity(Summary) <br /> Table 5—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 /> E/VP .. AT �, <br /> ti <br /> No 71995 <br /> *• ear <br /> ? <br /> ! -33. :�0 srAFE OF <br /> ID <br /> 'V l_ % <br /> ��P�I/1114f1o0�, <br /> 1 <br /> tnxTower Report-version 8.0.4.0 <br />