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r <br /> 4 <br /> August 1,2018 <br /> 127-ft Monopole Tower Structural Modification Analysis Report CCI BU No 823967 <br /> TEP Project Number 46303.166106, Order 427333, Revision 0 Page 6 <br /> Elevation(ft) Component Size Critical Element %Capacity Pass/Fail <br /> 95-90.75 I Pole+Reinf. I TP23.71 x22.207x0.3975 I Reinf.3 Tension Rupture 81.9% Pass <br /> 90.75-86.25 Pole TP23.514x22.656x0.25 Pole 84.6% Pass <br /> 86.25-81.25 Pole I TP24.466x23.514x0.25 Pole 91.1% Pass <br /> 81.25-76.25 Pole I TP25.419x24.466x0.25 Pole 97.0% Pass <br /> 76.25-75 Pole TP25.657x25.419x0.25 Pole 98.4% Pass <br /> 75-74.75 Pole+Reinf. I TP25.705x25.657x0.505 Reinf.2 Tension Rupture i 74.1% Pass <br /> 74.75-69.75 Pole+Reinf. TP26.658x25.705x0.49 Reinf.2 Tension Rupture 78.5% Pass <br /> 69.75-64.75 Pole+Reinf. TP27.61x26.658x0.48 Reinf.2 Tension Rupture 82.5% Pass <br /> 64.75-59.75 Pole+Reinf. TP28.563x27.61 x0.47 Reinf.2 Tension Rupture 86.2% Pass <br /> 59.75-56.25 Pole+Reinf. TP30.04x28.563x0.465 Reinf.2 Tension Rupture 88.7% Pass <br /> 56.25-51 Pole TP29.729x28.73x0.3125 Pole 91.7% Pass <br /> 51 -46 Pole TP30.681x29.729x0.3125 Pole 94.3% Pass <br /> 46-41 Pole TP31.632x30.681x0.3125 Pole 96.8% Pass <br /> 41 -36 Pole TP32.584x31.632x0.3125 Pole 99.1% Pass <br /> 36-34.25 Pole TP32.917x32.584x0.3125 Pole 99.9% Pass <br /> 34.25-34 Pole+Reinf. TP32.965x32.917x0.5725 Reinf.1 Tension Rupture 79.1% Pass <br /> 34-29 Pole+Reinf. TP33.916x32.965x0.5675 Reinf.1 Tension Rupture 80.9% Pass <br /> 29-24 Pole+Reinf. TP34.868x33.916x0.5575 Reinf.1 Tension Rupture 82.7% Pass <br /> 24-22 Pole+Reinf. TP36.2x34.868x0.5525 I Reinf.1 Tension Rupture 83.3% Pass <br /> 22-16 Pole TP35.751x34.63x0.375 Pole 86.1% Pass <br /> 16-11 Pole TP36.685x35.751x0.375 Pole 87.4% Pass <br /> 11 -6 Pole TP37.619x36.685x0.375 Pole 88.6% Pass <br /> 6-1 Pole TP38.553x37.619x0.375 Pole 89.7% Pass <br /> 1 -0 Pole TP38.74x38.553x0.375 Pole 89.9% Pass <br /> I I I Summary I <br /> Pole 1 -9797.,-TT Pass <br /> IReinforcement 88.7% I Pass <br /> I Overall I 99.9% I Pass <br /> Table 6-Tower Component Stresses vs. Capacity- LC4 <br /> Notes Component Elevation (ft) %Capacity Pass/ Fail <br /> 1 Anchor Rods I - I 80.1 ( Pass <br /> 1 I Base Plate - I 85.1 Pass <br /> 1,2 Base Foundation Soil Interaction - 108.1 _ Pass <br /> 1 I Base Foundation Structural I - 71.5 I Pass <br /> Structure Rating (max from all components)2= 108.1% <br /> Notes: <br /> 1) See additional documentation in"Appendix C-Additional Calculations"for calculations supporting the%capacity listed. <br /> 2) A foundation-soil interaction rating of 110%or less is within engineering tolerances for foundations and is considered <br /> acceptable. <br /> tnxTower Report-version 8.0.2.1 <br />