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August 11,2020 <br /> 190-ft Self-Supporting Tower Structural Analysis Report CCI BU No 826548 <br /> TEP Project Number 48167.359855, Order 485515, Revision 4 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 /> Adam M AC-i-cyAd—M <br /> osi airynnmmam <br /> MAmcNwnl F°5. This item has been <br /> •=U°afi4°ted. <br /> A°"'°°°°°°°"'EF`° °°°°°W electronically signed <br /> Amortn A I Y 9 <br /> � AMp �/// and sealed by Adam <br /> �� �• RT // M. Amortnont, P.E. <br /> �\C E NSA ?p /� on 08/11/2020 using <br /> 2� a Digital Signature. <br /> =' No. 77387 <br /> * * * Printed copies of this <br /> STATE OF document are not <br /> �� considered signed <br /> 0 and sealed and the <br /> �ORIOP G� ��� signature must be <br /> L EN����� verified on any <br /> Electronic Coylllll� electronic copies. <br /> tnxTower Report-version 8.0.7.4 <br />