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August 10, 2011 <br /> 190 Fi Se/f-Supporting Tower Structural Ana/ysis A2G0082A Pasco County (VS) <br /> Project NumBer 1 i0908, Revision 3 Page 2 <br /> TABLE OF CONTENTS <br /> 1) INTRODUCTION <br /> 2) ANALYSIS CRITERIA <br /> Table 1- Existing/Future/Proposed Antenna and Cable Information <br /> Table 2- Design Antenna and Cable Information <br /> 3) ANALYSIS PROCEDURE <br /> Table 3 - Documents Provided <br /> 3.1) Anafysis Method <br /> 3.2) Assumptions <br /> 4) ANALYSIS RESULTS <br /> Table 4- Component Stresses vs. Capacity <br /> Table 5- Component Stresses vs. Capacity — Foundation <br /> Table 6- Dish Twist/Sway Results for 60 mph Senrice Wind Speed <br /> 4.1) Recommendations <br /> 5) APPENDIX A <br /> RISATower Output <br /> 6) APPENDIX B <br /> Coax Configuration <br /> 7) APPENDIX C <br /> Additional Calculations <br /> RISATower Report - version 5.4.2.0 <br />