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April2l, 2011 <br /> 190 Ft Self-Supporting Tower Structural Analysis A2G0082A Pasco County (VSJ <br /> Project Number 110908, Revision 1 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) Analysis 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 Service Wind Speed <br /> 4.1) Recommendations <br /> 5) APPENDIX A <br /> RISATower Output <br /> 6) APPENDIX B <br /> Additional Calculations <br /> RISATower Report - version 5.4.2.0 <br />