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i <br /> March 26, 2019 <br /> 287.667 Ft Self Support Tower Structural Analysis CC/BU No 816298 <br /> Project Number 9800.816298,Phase 4, Order 485277,Revision 1 Page 1.1 <br /> Table 5-Tower Component Stresses vs. Capacity—LC7 <br /> Notes Component' Elevation (ft); %.Capacity - Pass/Fall <br /> 1, 2 —T Anchor Rods I 0 82.9 Pass <br /> 1, 2 Base Foundation 0 26.7 Pass <br /> 1,.2 Base Foundation Soil Interaction 0 70.4 Pass <br /> Structure Rating (max from all components)._ 98.2% <br /> Notes: - <br /> 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity <br /> consumed. <br /> 2) Rating per TIA-222-H Section 15.5 <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 /> I <br /> I <br /> I <br /> I <br /> tnxTower Report-version 8.0.5.0 <br /> i <br />