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March 08, 2022 <br /> 130 Ft Monopole Tower Structural Analysis CCI BU No 815285 <br /> Project Number 2084453, Order 607190, Revision 1 Page 10 <br /> Tower Tower Face Ice AR AF CAAA CAAA Weight <br /> Sectio Elevation or Thickness In Face Out Face <br /> n ft Leg in ft2 ft2 ft2 ft2 K <br /> L3 80.000-40.000 A 0.903 0.000 0.000 0.000 0.000 0.773 <br /> B 0.000 0.000 68.779 0.000 1.143 <br /> C 0.000 0.000 8.723 0.000 0.065 <br /> L4 40.000-0.000 A 0.811 0.000 0.000 0.000 0.000 0.773 <br /> B 0.000 0.000 73.168 0.000 1.173 <br /> C 0.000 0.000 7.991 0.000 0.056 <br /> Feed Line Center of Pressure <br /> Section Elevation CPx CPz CPx CPz <br /> Ice Ice <br /> ft in in in in <br /> L 1 130.000-120.000 -0.081 0.362 -0.224 1.002 <br /> L2 120.000-80.000 1.812 -1.798 1.418 -0.834 <br /> L3 80.000-40.000 4.705 -3.811 3.786 -2.481 <br /> L4 40.000-0.000 5.377 -4.061 4.294 -2.689 <br /> Note: For pole sections,center of pressure calculations do not consider feed line shielding. <br /> Shielding Factor Ka <br /> Tower Feed Line Description Feed Line Ka K, <br /> Section Record No. Segment No Ice Ice <br /> Elev. <br /> L1 23 Safety Line 3/8 120.00- 1.0000 1.0000 <br /> 130.00 <br /> L2 3 LDF5-50A(7/8) 80.00- 1.0000 1.0000 <br /> 99.00 <br /> L2 5 860 10014(3/8) 80.00- 1.0000 1.0000 <br /> 99.00 <br /> L2 23 Safety Line 3/8 80.00- 1.0000 1.0000 <br /> 120.00 <br /> L3 3 LDF5-50A(7/8) 40.00- 1.0000 1.0000 <br /> 80.00 <br /> L3 5 860 10014(3/8) 40.00- 1.0000 1.0000 <br /> 80.00 <br /> L3 19 MLE HYBRID 40.00- 1.0000 1.0000 <br /> 9POWER/18FIBER RL 69.00 <br /> 2(1-5/8) <br /> L3 23 Safety Line 3/8 40.00- 1.0000 1.0000 <br /> 80.00 <br /> L4 3 LDF5-50A(7/8) 0.00-40.00 1.0000 1.0000 <br /> L4 5 860 10014(3/8) 0.00-40.00 1.0000 1.0000 <br /> L4 19 MLE HYBRID 0.00-40.00 1.0000 1.0000 <br /> 9POWER/18FIBER RL <br /> 2(1-5/8) <br /> L4 23 Safety Line 3/8 0.00-40.00 1.0000 1.0000 <br /> User Defined Loads - Seismic <br /> tnxTower Report-version 8.1.1.0 <br />