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July 30, 2021 <br /> 162.083 Ft Monopole Tower Structural Analysis CCl BU No 826263 <br /> Project Number 2021-003-036, Order 565138, Revision 0 Page 7 <br /> 4)ANALYSIS RESULTS <br /> Table 4-Section Capacity(Summary) <br /> Section Component Critical SF*P_allow %Elevation(ft) Size P(lb) Pass/Fail <br /> No. Type Element (Io) Capacity <br /> L1 Pole i TP30x30x0.375 1 i -4705.86 1154359.45 4.0 i Pass <br /> 150.083 i 1 <br /> L2 150.083 Pole TP36.21x30x0.188 2 1-16343.50 1220005.44 36.7 Pass <br /> 119.667 <br /> 3 <br /> 119.667- <br /> L3 92.25 Pole TP41.31x34.7281x0.375 3 -25003.00 2918285.87 29.9 Pass <br /> L4 45.6667 Pole TP49.87x39.3405x0.5 4 1 46837.00 4696544.79 39.6 Pass <br /> L5 45.6667-0 Pole TP58x47.4372x0.625 5 I-74200.70 7026494.681 41.3 , Pass <br /> Summary il <br /> I Pole(L5) 41.3 Pass <br /> 1 I Rating= 41.3 1 Pass <br /> Table 5-Tower Component Stresses vs. Capacity <br /> Notes Component Elevation(ft) %Capacity Pass/Fail <br /> 1 Anchor Rods 0 I 72.2 Pass <br /> j 1 Base Plate 0 r 41.6 Pass <br /> 7 1 j Base Foundation (Structure) 0 83.0 Pass <br /> 1 Base Foundation (Soil Interaction) I 0 36.5 Pass <br /> 1 Flange Bolts 150.0833 5.4 Pass <br /> 1 , Flange Plate j 150.0833 3.0 I Pass <br /> Structure Rating (max from all components)= 83.0% <br /> _ _ <br /> Notes: <br /> 1) See additional documentation in"Appendix C-Additional Calculations"for calculations supporting the%capacity. <br /> 2) The existing structure load modification factors,Kes,from TIA-222-H Annex S were considered in this analysis. <br /> 3) A demand-capacity ratio of 1.05 was used in this analysis as allowed by TIA-222-H. <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 8.1.1.0 <br />