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60 ft Monopole Tower Structural Analysis June 20, 2019 <br /> Project Number 2019777.824022.02, Order 489098, Revision 0 CCI BU No 824022 <br /> Page 5 <br /> Table 5-Tower Component Stresses vs. Capacity—LC7 <br /> Notes Component Elevation (ft) % Capacity Pass/ Fail <br /> 1 Anchor Rods 0 58.9 Pass <br /> 1 Base Plate 0 i 36.8 Pass <br /> 1 Base Foundation 0 24.6 Pass <br /> 1 Base Foundation 0 24.2 Pass <br /> Soil Interaction <br /> Structure Rating (max from all components) = 59.8% <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 foundations have sufficient capacity to carry the proposed load configuration. No <br /> modifications are required at this time. <br /> tnxTower Report-version 8.0.5.0 <br />