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November 29, 2018 <br /> 287.667 Ft Self Support Tower Structural Analysis CC/BU No 816298 <br /> Project Number 9800.816298,Phase 2, Order 468057, Revision 3 Page 11 <br /> Section Component Critical SF*P allow % <br /> Elevation(ft) Size P(K) Pass/Fail <br /> No. Type Element (K) Capacity <br /> --- - -------------- -- <br /> Zelund <br /> 3 'p <br /> R�6)g � 1.5 Pass <br /> Redund Hip <br /> Diagonal 3.9 Pass <br /> Bracing <br /> (T.16) <br /> Redund <br /> Sub Horz <br /> Bracing 43.5 Pass <br /> (T16) <br /> Redund <br /> Sub <br /> Diagonal 43.7 Pass <br /> Bracing <br /> (T16) <br /> Inner <br /> Bracing 2.4 Pass <br /> (T7) <br /> Bolt Checks 64.8 Pass <br /> Rating= 98.0 Pass <br /> *Rating per TIA-222-H Section 15.5 <br /> Table 5 -Tower Component Stresses vs. Capacity—LC7 <br /> Notes Component Elevation (ft) %Capacity Pass/Fail <br /> 1 Anchor Rods 0 82.9 Pass <br /> 1 Base Foundation 0 17.6 Pass <br /> 1 Base Foundation 0 70.4 Pass <br /> Soil Interaction <br /> Structure Rating (max from all components)= 98% <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 /> The results of the tilt and twist values for a 60 mph 3-second gust service wind speed per the TIA- <br /> 222-H Standard are given below: <br /> Critical Deflections'and Radius of Curvature -Service Wind <br /> Elevation Appurtenance Gov. Deflection Tilt Twist Radius of <br /> Load Curvature <br /> ft Comb. in ft <br /> 205.00 ANT2 0.6 11 HPX JR) 25 1.45 0.05 0.01 687043 <br /> 204.00 SC2-190BB 25 1.44 0.05 0.01 645111 <br /> tnxTower Report-version 8.0.4.0 <br />