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tnx <br /> Tower Glenwood 2 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 /> Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade <br /> Length Length of Diameter Diameter Thickness Radius <br /> ft ft ft Sides in in in in <br /> Ll 113.17-63.50 49.67 5.45 18 28.0000 34.0300 0.2190 0.8760 A572-65 <br /> (65 ksi) <br /> L2 63.50-35.12 33.83 5.88 18 32.9304 37.0400 0.2190 0.8760 A572-65 <br /> (65 ksi) <br /> L3 35.12-1.00 40.00 18 35.8877 40.7500 0.2500 1.0000 A572-65 <br /> (65 ksi) <br /> Tapered Pole Properties <br /> Section Tip Dia. Area I r C I/C J It/Q w w/t <br /> in in2 in° in in in' in° in2 in <br /> L1 28.3982 19.3107 1882.9211 9.8623 14.2240 132.3763 3768.3197 9.6572 4.5426 20.742 <br /> 34.5212 23.5022 3394.3962 12.0029 17.2872 196.3527 6793.2589 11.7533 5.6038 25.588 <br /> L2 34.0769 22.7379 3073.8623 11.6125 16.7286 183.7487 6151.7693 11.3711 5.4103 24.705 <br /> 37.5776 25.5945 4384.0472 13.0715 18.8163 232.9917 8773.8631 12.7997 6.1336 28.007 <br /> L3 37.1285 28.2785 4537.4671 12.6514 18.2310 248.8881 9080.9048 14.1419 5.8762 23.505 <br /> 41.3401 32.1367 6659.6200 14.3775 20.7010 321.7052 13328.0030 16.0714 6.7320 26.928 <br /> Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle <br /> Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt <br /> (per face) A, Spacing Spacing Spacing <br /> Diagonals Horizontals Redundants <br /> ft ft2 in in in in <br /> Ll 1 1 1 <br /> 113.17-63.50 <br /> L2 63.50-35.12 1 1 1 <br /> L3 35.12-1.00 1 1 1 <br /> Feed Line/Linear Appurtenances - Entered As Round Or Flat <br /> Description Sector Exclude Component Placement Total Number Start/End Width or Perimeter Weight <br /> From Type Number Per Row Position Diameter <br /> Torque ft in in plf <br /> Calculation <br /> Safety Line 3/8 C No Surface Ar 113.17- 1 1 0.000 0.3750 0.22 <br /> (CaAa) 1.00 0.000 <br /> Feed Line/Linear Appurtenances - Entered As Area <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 /> 1-5/8"Hybird C No No Inside Pole 93.50-1.00 6 No Ice 0.00 1.00 <br /> 1/2"Ice 0.00 1.00 <br /> 1"Ice 0.00 1.00 <br /> 1-5/8"Hybird C No No Inside Pole 105.00-1.00 6 No Ice 0.00 1.00 <br /> 1/2"Ice 0.00 1.00 <br /> 1"Ice 0.00 1.00 <br /> ri 1 JD <br />