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March 08, 2022 <br /> 130 Ft Monopole Tower Structural Analysis CC1 BU No 815285 <br /> Project Number 2084453, Order 607190, Revision 1 Page 5 <br /> 4)ANALYSIS RESULTS <br /> Table 4-Section Capacity (Summary) <br /> Section Elevation(ft) Component Type Size Critical P(K) SF*P allow % pass/Fail <br /> No. Element (K) Capacity <br /> L1 I 130-120 I Pole I P30x3/8 1 I -4.002 1376.613 I 2.8 I Pass <br /> I- L2 120-80 Pole P30x3/8 2 -21.343 1376.613 38.1 Pass <br /> L3 80-40 Pole P36x3/8 3 -34.557 1564.605 75.8 Pass <br /> L4 40-0 Pole P42x1/2 4 -47.287 2530.920 71.4 Pass <br /> I Summary <br /> I I Pole(L3) 75.8 Pass <br /> I Rating= I 75.8 I Pass <br /> Table 5 -Tower Component Stresses vs. Capacity - LC7 <br /> Notes Component Elevation (ft) % Capacity Pass/ Fail <br /> 1 Flange Bolts 18.9 Pass <br /> 1,2 Flange Plate 80 j 38.1 Pass <br /> 1 Flange Bolts 40 42.5 Pass <br /> 1,2 Flange Plate 75.8 Pass <br /> 1 Anchor Rods I 71.5 I Pass <br /> 1,3 Base Plate 0 71.5 Pass <br /> 1 Base Foundation (Structure) 44.9 Pass <br /> 1 I Base Foundation (Soil Interaction) I 16.0 I Pass <br /> Structure Rating (max from all components) = 75.8% <br /> Notes: <br /> 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity <br /> consumed. <br /> 2) Flange plates have the same capacity as their respective shaft. <br /> 3) Base plate has the same capacity as their anchor bolts. <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 />