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March 26, 2019 o <br /> 287.667 Ft Self Support Tower Structural Analysis CC/BU No 816298 <br /> Project Number,9800.816298,Phase 4, Order 485277, Revision 1 Page 2 <br /> TABLE OF CONTENTS <br /> i <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-LC7 <br /> 4.1) Recommendations <br /> 5)APPENDIX A <br /> tnxTower Output <br /> 6)APPENDIX B <br /> Base Level Drawing <br /> i <br /> 7)APPENDIX C <br /> Additional Calculations <br /> i <br /> tnxTower Report-version 8.0.5.0 <br /> I <br /> , <br />