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December2�,20�6 <br /> 190-ft Self-Supporting Tower Structural Analysis Report. � CC/BU No 826548 <br /> i 1'EP Project Number 48167.104472,Application 372275;Revision 0 Page 7 <br /> Table 6-Tower Component Stresses vs. Capacity ' <br /> -. _ . . . . _ _ - <br /> Notes� �;Companent' _ , ' Elevation:(ft)' `� �%Capacity ,Pass/Fait- <br /> ; _. . __ � -- . - <br /> _ . . _ _. ._ _ <br /> �1 Anchor Rods - 41.4 Pass <br /> -- - - - - _ ._ _ -- <br /> 1 Base Foundation 5oil Interaction - 85.6 Pass <br /> 1 Base Foundation S#ructura] - 34.0 Pass <br /> . Structure Rating�(max fr.om�al.l components); �'- � 92.5% ^ ` ' ` <br /> _ ... _ .. . __ _.... . <br /> __.... ___. _� ._ <br /> Notes. " � <br /> i} See addiEionai documentatian in"Appendix G-Additional Calculations"for calcuiations supporting the°fo capacity[isted. <br /> 4.1} Recornmendat9ons <br /> 1) If the load differs from that described in Tables 1 and 2 of this report, "Appendix B-Base Level <br /> Drawing" ar the provisians of this analysis are found ta be invalid, anather structural analysis <br /> shauld be performed. <br /> 2} The tawer ancf its faundation have sufficient capacit�t to carry the praposed laad canfiguratian. <br /> No modifications are required at this time. <br /> tnxTawec Ftepart-version 7.0.5.1 <br />