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January 08, 2018 <br /> 190 Ft Self Support Tower Structural Analysis M BU No 826548 <br /> Project Number 1509258,Application 412946, Revision 0 Page 7 <br /> Table 6-Tower Component Stresses vs. Capacity--LC7 <br /> Notes Component Elevation (ft) % Capacity Pass/Fail <br /> ' Anchor Rods —� 0 43.7 Pass <br /> 1 Base Foundation (Structure) 0 29.6 Pass <br /> 1,2 IBase Foundation (Soil Interaction) 0 101.8 Pass <br /> Structure Rating (max from all components) = 101.8%(Z) <br /> Notes: <br /> 1) See additional documentation in "Appendix C — Additional Calculations" for calculations supporting the % capacity <br /> consumed. <br /> 2) Capacities up to 110%are considered acceptable based on analysis methods used. <br /> 4.1) Recommendations <br /> The tower and its foundation have sufficient capacity to carry the proposed load configuration. No <br /> modifications are required at this time. <br /> tnxTower Report-version 7.0.5.1 <br />