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Page <br /> Tower Job Feely-BU#: 824022 2 of 10 <br /> GPD Project Date <br /> 520 South Main Street Suite 2531 2019777.824022.02 07:53:12 06/20/19 <br /> Akron,Ohio 44311 Client Designed by <br /> Phone:(330)572-2100 Crown Castle <br /> FAX•(330)572-2101 msteward <br /> Tapered Pole Properties <br /> Section Tip Dia. Area I r C I/C J It/Q w w/t <br /> in in' in' in in in3 in' inZ in <br /> Ll 20.0288 11.6590 559.6403 6.9393 10.0368 55.7588 1127.7541 5.7647 3.5432 18.897 <br /> 23.4750 13.6806 904.1640 8.1426 11.7606 76.8808 1822.0182 6.7643 4.2158 22.484 <br /> L2 23.0885 15.3224 933.2905 7.8170 11.3100 82.5189 1880.7122 7.5761 3.9778 18.184 <br /> 26.9763 18.3394 1600.2622 9.3561 13.5150 118.4064 3224.7544 9.0679 4.8382 22.117 <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 /> L1 60.00-31.75 1 1 1 <br /> L2 31.75-0.00 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 /> MLC HYBRID 6x12 B No Surface Ar 49.00-8.00 1 1 0.100 1.5300 0.59 <br /> 6AWGx6(1-1/2) (CaAa) 0.100 <br /> CAT5e(1/4) B No Surface Ar 42.00-8.00 2 1 0.000 0.2638 0.15 <br /> (CaAa) 0.000 <br /> CC-05-050-FM(1/4) B No Surface Ar 42.00-8.00 2 1 0.100 0.0000 0.13 <br /> (CaAa) 0.100 <br /> Step Pegs A No Surface Ar 60.00-8.00 1 1 -0.250 0.8000 2.72 <br /> (CaAa) 0.250 <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 /> LDF5-50A(7/8) C No No Inside Pole 60.00-8.00 6 No Ice 0.00 0.33 <br /> ASU9324TYPO1 C No No Inside Pole 60.00-8.00 1 No Ice 0.00 1.05 <br /> (1-1/4") <br /> Safety Line(3/8") A No No CaAa(Out 60.00-8.00 1 No Ice 0.04 0.22 <br /> Of Face) <br /> User Defined Loads - Seismic <br /> Description Elevation Offset Azimuth Ey Eh, Eh, Eh <br /> From Angle <br /> Centroid <br /> ft ft K K• K K <br /> CCISeismic Tower Section 1-1 55.88 0.00 0.0000 0.06 0.00 0.00 0.10 <br /> CCISeismic Tower Section 1-2 46.75 0.00 0.0000 0.08 0.00 0.00 0.09 <br /> CCISeismic Tower Section 1-3 36.75 0.00 0.0000 0.08 0.00 0.00 0.07 <br />