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February.08, 2019 <br /> 287.667 Ft Self Support Tower Structural Analysis CC/BU No 816298 <br /> Project Number-9800.816298, Phase 3,Application 477164, Revision 0 Page 11 <br /> Section Component Critical SF*P_allow % <br /> Elevation(ft) Size' -P(K) Pass I Fail <br /> No. = Type Element (K) Capacity <br /> Redund <br /> Sub Horz Bracing 43.4 Pass <br /> (T16) . <br /> Redund <br /> Sub <br /> Diagonal 43.5 Pass <br /> Bracing <br /> (T16) <br /> Inner <br /> Bracing 2.4 Pass <br /> (T7) <br /> Bolt.Checks 1 64.4 1 Pass <br /> Rating*= 97.7 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, 2 . I Anchor Rods r- 0 I 82.6 -- Pass <br /> 1, 2 Base Foundation 0 26.8_ Pass <br /> 1, 2 Base Foundation Soil Interaction 0 70.2 Pass <br /> Structure Rating.(max from all components)'= 97.7% <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 oft <br /> 205.00 ANT2 0.6 11 HPX(TR) 25 1.44 0.05 0.01 649968 <br /> 204.00 SC2-190BB 25 1.43 0.05 0.01 607261 <br /> tnxTower Report-version 8.0.4.0 <br />