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<br /> <br /> <br />ttnnxxTToowweerr Job <br />214755_CLL01583_SCE FAIRVIEW SUBSTATION <br />Page <br />2 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 /> <br /> Tapered Pole Properties <br /> <br /> Section Tip Dia. <br />in <br />Area <br />in2 <br />I <br />in4 <br />r <br />in <br />C <br />in <br />I/C <br />in3 <br />J <br />in4 <br />It/Q <br />in2 <br />w <br />in <br />w/t <br />L1 16.2131 10.9596 344.8353 5.6023 8.1280 42.4256 690.1244 5.4808 2.4309 11.11 <br /> 25.9612 17.6265 1434.5911 9.0103 13.0048 110.3124 2871.0700 8.8149 4.1205 18.832 <br />L2 25.5024 23.8148 1734.4646 8.5235 12.3558 140.3768 3471.2115 11.9097 3.7307 11.938 <br /> 34.5195 33.4559 4808.8742 11.9742 17.2936 278.0726 9624.0761 16.7312 5.4415 17.413 <br /> <br />Tower <br /> Elevation <br /> <br /> <br /> <br />Gusset <br />Area <br />(per face) <br /> <br />2 <br />Gusset <br />Thickness <br /> <br /> <br />in <br />Gusset Grade Adjust. Factor <br />Af <br />Adjust. <br />Factor <br />Ar <br />Weight Mult. <br /> <br />Double Angle <br />Stitch Bolt <br />Spacing <br />Diagonals <br />in <br />Double Angle <br />Stitch Bolt <br />Spacing <br />Horizontals <br />in <br />Double Angle <br />Stitch Bolt <br />Spacing <br />Redundants <br />in <br />L1 78.00-38.00 1 1 1 <br />L2 38.00-1.00 1 1 1 <br /> <br /> <br /> <br /> Feed Line/Linear Appurtenances - Entered As Area <br /> <br />Description Face <br />or <br />Leg <br />Allow <br />Shield <br />Exclude <br />From <br />Torque <br />Calculation <br />Component <br />Type <br />Placement <br /> <br />ft <br />Total <br />Number <br /> CAAA <br /> <br />ft2/ft <br />Weight <br /> <br />plf <br />3/4'' DC Power Line C No No Inside Pole 74.00 - 8.00 9 No Ice 0.00 0.33 <br />1/2'' Fiber Cable C No No Inside Pole 74.00 - 8.00 3 No Ice 0.00 0.15 <br /> <br /> <br /> <br /> <br /> Feed Line/Linear Appurtenances Section Areas <br /> <br />Tower <br />Section <br />Tower <br /> Elevation <br /> <br />Face AR <br /> <br /> 2 <br />AF <br /> <br />2 <br />CAAA <br />In Face <br />2 <br />CAAA <br />Out Face <br />2 <br />Weight <br /> <br /> <br />L1 78.00-38.00 A <br />B <br />C <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.00 <br />0.00 <br />0.12 <br />L2 38.00-1.00 A <br />B <br />C <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.00 <br />0.00 <br />0.10 <br /> <br /> <br /> Feed Line Center of Pressure <br /> <br /> Section Elevation <br /> <br /> <br />CPX <br /> <br />in <br />CPZ <br /> <br />in <br />CPX <br />Ice <br />in <br />CPZ <br />Ice <br />in <br />L1 78.00-38.00 0.0000 0.0000 0.0000 0.0000 <br />L2 38.00-1.00 0.0000 0.0000 0.0000 0.0000 <br /> <br /> <br />Note: For pole sections, center of pressure calculations do not consider feed line shielding. <br />4111 3%4 S Main St Unit <br />#WCC0112/13/2024