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Job Page <br /> tnxower Glenwood 3 of 19 <br /> Core One Consulting Project Date <br /> 5062ndAve.Suite 1533 113.17'Monople 14:57:19 03/23/21 <br /> Seattle, WA Client Designed by <br /> Phone:(855)-708-2195 Tilson <br /> FAX: <br /> Description Face Allow Exclude Component Placement Total CAAA Weight <br /> or Shield From Type Number <br /> Leg Torque ft ft2/ft plf <br /> Calculation <br /> 3/4"DC Power C No No Inside Pole 93.50-1.00 2 No Ice 0.00 5.00 <br /> 1/2"Ice 0.00 5.00 <br /> 1"Ice 0.00 5.00 <br /> Feed Line/Linear Appurtenances Section Areas <br /> Tower Tower Face AR AF CAAA CAAA Weight <br /> Section Elevation In Face Out Face <br /> ft ft2 .ft f? g K <br /> Ll 113.17-63.50 A 0.000 0.000 0.000 0.000 0.00 <br /> B 0.000 0.000 0.000 0.000 0.00 <br /> C 0.000 0.000 1.863 0.000 0.74 <br /> L2 63.50-35.12 A 0.000 0.000 0.000 0.000 0.00 <br /> B 0.000 0.000 0.000 0.000 0.00 <br /> C 0.000 0.000 1.064 0.000 0.63 <br /> L3 35.12-1.00 A 0.000 0.000 0.000 0.000 0.00 <br /> B 0.000 0.000 0.000 0.000 0.00 <br /> C 0.000 0.000 1.280 0.000 0.76 <br /> Feed Line/Linear Appurtenances Section Areas -With Ice <br /> Tower Tower Face Ice AR AF CAAA CAAA Weight <br /> Section Elevation or Thickness In Face Out Face <br /> ft Leg in ft2 ft2 ft2 ft2 K <br /> Ll 113.17-63.50 A 0.937 0.000 0.000 0.000 0.000 0.00 <br /> B 0.000 0.000 0.000 0.000 0.00 <br /> C 0.000 0.000 11.176 0.000 0.81 <br /> L2 63.50-35.12 A 0.884 0.000 0.000 0.000 0.000 0.00 <br /> B 0.000 0.000 0.000 0.000 0.00 <br /> C 0.000 0.000 6.385 0.000 0.67 <br /> L3 35.12-1.00 A 0.801 0.000 0.000 0.000 0.000 0.00 <br /> B 0.000 0.000 0.000 0.000 0.00 <br /> C 0.000 0.000 7.315 0.000 0.80 <br /> Feed Line Center of Pressure <br /> Section Elevation CPX CPz CPX CPZ <br /> Ice Ice <br /> ft in in in in <br /> Ll 113.17-63.50 0.0000 0.3016 0.0000 0.9924 <br /> L2 63.50-35.12 0.0000 0.3019 0.0000 1.0050 <br /> L3 35.12-1.00 0.0000 0.3020 0.0000 0.9702 <br /> Note:For pole sections,center of pressure calculations do not consider feed line shielding. <br />