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i r <br /> March 10, 2016 <br /> 150.083 Ft Monopole Tower Structural Analysis CCI BU No 826263 <br /> Project Number 2016-003-031,Application 334177, Revision 4 Page 6 <br /> 4)ANALYSIS RESULTS <br /> Table 5-Section Capacity(Summary) <br /> Section Elevation(ft) Component Size Critical P(Ib) SF'P_allow % Pass/Fail <br /> No. Type Element (lb) Capacity <br /> L1 150.083- Pole TP36.2lx30.13x0.188 1 -8981.99 1183390.00 24.1 Pass <br /> 119.667 <br /> L2 119.667 Pole TP41.31x34.7513x0.375 2 -16969.40 3453050.00 24.7 Pass <br /> 92.25 <br /> L3 92'25 Pole TP49.87x39.3448x0.5 3 -37552.10 5680650.00 38.2 Pass <br /> 45.6667 <br /> L4 45.6667-0 Pole TP58x47.4378x0.625 4 -65052.30 8498710.00 43.1 Pass <br /> Summary <br /> Pole(1-4) 43.1 Pass <br /> Rating= 43.1 Pass <br /> Table 6-Tower Component Stresses vs. Capacity—LC5 <br /> Notes Component Elevation (ft) % Capacity Pass/Fail <br /> 1 Anchor Rods 0 76.6 Pass <br /> 1 Base Plate 0 43.6 Pass <br /> 1 Base Foundation 0 89.3 Pass <br /> Base Foundation <br /> 1 Soil Interaction 0 34.2 Pass <br /> Structure Rating(max from all components)= 89.3% <br /> Notes: <br /> 1) See additional documentation in"Appendix C-Additional Calculations"for calculations supporting the%capacity. <br /> 2) Capacities up to 105%are considered acceptable based on analysis methods used. <br /> 4.1) Recommendations <br /> N/A <br /> tnxTower Report-version 7.0.5.1 <br />