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February 28, 2022 <br /> 96 Ft Monopole Tower Structural Analysis CC/BU No 880407 <br /> Project Number 2078679, Order 601554, Revision 0 Page 5 <br /> Table 5-Tower Component Stresses vs. Capacity-LC4 <br /> Notes Component Elevation{ft} %Capacity Pass!Fail <br /> 1 Flange Bolts_ 88 ' 13.5 Pass <br /> 1 Flange Plate --� -- i 7.1 Pass <br /> Anchor Rods �--- 80.8 Pass <br /> 1 Base Plate _ _ _' ; _62.2 Pass <br /> ^1 _ Base Foundation (Structure) 1 _ 36.2 Pass_ <br /> 1 Base Foundation (Soil Interaction) 66.4 ! Pass <br /> Structure Rating(max from all components)_ 95% <br /> Notes: <br /> 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity <br /> consumed. <br /> 4.1) Recommendations <br /> Perform the modifications detailed in "Appendix D"to remedy the deficiencies identified in Crown <br /> Castle Work Order No 2068802. <br /> tnxTower Report-version 8.1.1.0 <br />