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<br /> <br /> <br />ttnnxxTToowweerr Job <br />214755_CLL01583_SCE FAIRVIEW SUBSTATION <br />Page <br />7 of 8 <br />GPD <br />520 South Main Street Suite 2531 <br />Project <br />2023723.21.214755.02 <br />Date <br />11:16:08 03/01/23 <br />Akron, Ohio 44311 <br />Phone: (330) 572-2100 <br />FAX: (330) 572-2101 <br />Client <br />Smartlink Group Designed by <br />ukarumanchi <br />Elevation <br /> <br /> <br />Appurtenance Gov. <br />Load <br />Comb. <br />Deflection <br /> <br />in <br />Tilt <br /> <br />° <br />Twist <br /> <br />° <br />Radius of <br />Curvature <br /> <br />73.80 12 ft branches 31 15.056 1.7090 0.0015 10949 <br />63.30 10 ft branches 31 11.256 1.5223 0.0011 3724 <br />58.00 Feedlines from 38' - 78' 31 9.457 1.4237 0.0009 2737 <br />52.10 8 ft branches 31 7.601 1.3085 0.0007 2113 <br />42.30 8 ft branches 31 4.977 1.1004 0.0004 1574 <br />28.70 6 ft branches 37 2.481 0.7695 0.0002 2190 <br />19.50 Feedlines from 1' - 38' 37 1.398 0.5235 0.0001 3279 <br />17.50 4 ft branches 37 1.209 0.4683 0.0001 3677 <br /> <br /> <br /> <br /> Maximum Tower Deflections - Design Wind <br /> <br />Section <br />No. <br />Elevation <br /> <br /> <br />Horz. <br />Deflection <br />in <br />Gov. <br />Load <br />Comb. <br />Tilt <br /> <br />° <br />Twist <br /> <br />° <br />L1 78 - 38 46.829 12 5.0300 0.0047 <br />L2 41.5 - 1 13.509 12 3.0528 0.0011 <br /> <br /> <br /> <br /> Critical Deflections and Radius of Curvature - Design Wind <br /> <br />Elevation <br /> <br /> <br />Appurtenance Gov. <br />Load <br />Comb. <br />Deflection <br /> <br />in <br />Tilt <br /> <br />° <br />Twist <br /> <br />° <br />Radius of <br />Curvature <br /> <br />80.00 4 ft branches (top crown) 12 46.829 5.0300 0.0047 3924 <br />74.00 2 ft antenna branches 12 42.635 4.8332 0.0043 3924 <br />73.80 12 ft branches 12 42.426 4.8233 0.0042 3924 <br />63.30 10 ft branches 12 31.719 4.2956 0.0030 1333 <br />58.00 Feedlines from 38' - 78' 12 26.650 4.0169 0.0025 979 <br />52.10 8 ft branches 12 21.420 3.6916 0.0019 755 <br />42.30 8 ft branches 12 14.027 3.1039 0.0011 561 <br />28.70 6 ft branches 24 6.993 2.1702 0.0005 778 <br />19.50 Feedlines from 1' - 38' 24 3.940 1.4761 0.0002 1164 <br />17.50 4 ft branches 24 3.407 1.3205 0.0002 1305 <br /> <br /> <br /> <br /> Compression Checks <br /> <br /> <br /> Pole Design Data <br /> <br />Section <br />No. <br />Elevation <br /> <br />ft <br />Size <br /> <br />L <br /> <br />ft <br />Lu <br /> <br />ft <br />Kl/r <br /> <br />A <br /> <br />in2 <br />Pu <br /> <br />K <br />Pn <br /> <br />K <br />Ratio <br />Pu <br />Pn <br />L1 78 - 38 (1) TP25.6x16x0.2188 40.00 0.00 0.0 17.0432 -14.85 997.02 0.015 <br />L2 38 - 1 (2) TP34.0425x24.3224x0.3125 40.50 0.00 0.0 33.4559 -23.88 1957.17 0.012 <br /> <br /> <br /> <br />4111 3%4 S Main St Unit <br />#WCC0112/13/2024