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May 25, 2021 <br /> 127 Ft Monopole Tower Structural Analysis CC!BU No 823967 <br /> Project Number 406642, Order 546770, Revision 1 Page 6 <br /> Table 5-Tower Component Stresses vs. Capacity (Monopole Tower) -LC5 <br /> Notes Component Elevation (ft) % Capacity Pass/Fail <br /> Anchor Rods 49.8 Pass <br /> 1 <br /> Base Plate 0 52.4 Pass <br /> Base Foundation (Structure) 0 42.0 Pass <br /> 1Base Foundation (Soil Interaction) 48.5 Pass <br /> Structure Rating (max from all components)= 62.5% <br /> Notes <br /> 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity. <br /> 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 /> tnxTower Report-version 8.0.9.0 <br />