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96 Ft Monopole Tower Structural Analysis February 28, 2022CC!BU No 880407 <br /> Project Number 2078679, Order 601554,Revision 0 Page 8 <br /> Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade <br /> Length Length of Diameter Diameter Thickness Radius <br /> ft ft Sides in in in in <br /> L1 96.00-88.00 8.00 0.00 Round 12.7500 12.7500 0.3750 A500-46 <br /> (46 ksi) <br /> L2 88.00-42.25 45.75 2.75 18 14.0000 20.8650 0.1875 0.7500 A607-65 <br /> L3 42.25-0.00 45.00 18 20.0022 26.8300 0.1875 0.7500 A607-65 <br /> 65 ksi) <br /> Tapered Pole Properties <br /> Section Tip Dia_ Area ! r C l/C J Wo w w/t <br /> in W in4 in in in,' in in.2 in <br /> L1 12.7500 14.5790 279.3350 4.3772 6.3750 43,8173 558.6701 7.2851 0.0000 0 <br /> 12.7500 14.5790 279.3350 4.3772 6.3750 43.8173 558.6701 7.2851 0.0000 0 <br /> L2 14.1870 8.2202 198.1356 4.9034 7.1120 27.8593 396.5319 4.1109 2.1340 11.381 <br /> 21.1580 12.3057 664.7215 7.3405 10.5994 62.7130 1330,3177 6.1540 3.3422 17.825 <br /> L3 20.7055 11.7922 584.9369 7.0342 10.1611 5T5662 1170.6434 5.8972 3.1904 17.015 <br /> 27.2150 15.8556 1421.9050 9.4581 13.6296 104.3245 2845.6809 7.9293 4.3921 23.424 <br /> Tower Gusset Gusset Gusset GradeAdjust.Factor Adjust. Weight Mutt. Double Angle Double Angle Double Angle <br /> Elevation Area Thickness Ar Factor Stitch Bolt Stitch Bolt Stitch Bolt <br /> (per face) Ar Spacing Spacing Spacing <br /> Diagonals Horizontals Redundants <br /> L1 96.00- <br /> in in in in <br /> 1 1 1 <br /> 88.00 <br /> L2 88.00- 1 1 1 <br /> 4225 <br /> L3 42.25-0.00 1 1 1 <br /> Feed Line/Linear Appurtenances - Entered As Round Or Flat <br /> Description Face Allow Exclude Componen Placement Total Number Clear Width or Perimete Weight <br /> or Shield From t Number Per Row Spacing Diamete r <br /> Leg Torque Type It in r plf <br /> Calculation in in <br /> Feed Line/Linear Appurtenances - Entered As Area <br /> Description Face Allow Exclude Componen Placement Total CAAA Weight <br /> or Shield From t Number <br /> Leg Torque Type R Of <br /> Calculation <br /> TYPE 2(1-7/16) A No No Inside Pole 85.00-0.00 3 No Ice 0.00 0.60 <br /> 1/2"ice 0.00 0.60 <br /> 1"Ice 0.00 0.60 <br /> TYPE 7(1-5/8") A No No Inside Pole 85.00-0.00 1 No Ice 0.00 220 <br /> 1/2"Ice 0.00 2.20 <br /> 1"Ice 0.00 220 <br /> 9207(5/16) a No No Inside Pole 72.00-0.00 is No Ice 0.00 0.60 <br /> 1/2"ice 0.00 0.60 <br /> 1"Ice 0.00 0.60 <br /> FXL 540 PE(1/2) B No No Inside Pole 72.00-0.00 4 No ice 0.00 0.12 <br /> 1/2"Ice 0.00 0.12 <br /> 1"Ice 0.00 0.12 <br /> 597-6013(5/16) B No No Inside Pole 72.00-0.00 1 No Ice 0-00 0.03 <br /> tnxTower Report-version 8.1.1.0 <br />