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����� Job Page <br /> IttxFeely-BU#: 824022 9 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 /> Critical Deflections and Radius of Curvature - Design Wind <br /> Elevation Appurtenance Gov. Deflection Tilt Twist Radius of <br /> Load Curvature <br /> ft Comb. in ° ft <br /> 62.00 4'Lightning Rod 20 20.949 2.5542 0.0119 4512 <br /> 60.00 Platform Mount[LP 713-1] 20 20.949 2.5542 0.0119 4512 <br /> • 55.88 CCISeismic Tower Section 1-1 20 18.670 2.5013 0.0109 4512 <br /> 55.00 CCISeismic(6)andrew 20 18.191 2.4896 0.0107 4512 <br /> LDFS-50A(7/8)From 8 to 60(5011 <br /> to60ft) <br /> 49.00 Platform Mount[LP 1301-1] 20 14.975 2.3985 0.0092 2050 <br /> 46.75 CCISeismic Tower Section 1-2 20 13.817 2.3573 0.0086 1702 <br /> 45.00 CCISeismic(6)andrew 20 12.941 2.3216 0.0082 1503 <br /> LDFS-50A(7/8)From 8 to 60(40ft <br /> to50ft) <br /> 44.50 CCISeismic huber and suhner MLC 20 12.695 2.3108 0.0081 1455 <br /> HYBRID 6x12 6AWGx6(1-1/2) <br /> From 8 to 49(40ft to49ft) <br /> 42.00 SC2-190BB 20 11.497 2.2520 0.0075 1252 <br /> 41.00 CCISeismic(2)alcatel lucent 20 11.035 2.2260 0.0073 1186 <br /> CAT5e(1/4)From 8 to 42(40ft <br /> to42ft) <br /> 36.75 CCISeismic Tower Section 1-3 20 9.188 2.0983 0.0063 1006 <br /> 35.00 CCISeismic(6)andrew 20 8.490 2.0365 0.0060 996 <br /> LDF5-50A(7/8)From 8 to 60(30ft <br /> to40ft) <br /> 33.00 CCISeismic Tower Section 2-1 20 7.739 1.9591 0.0056 1028 <br /> 25.00 CCISeismic Tower Section 2-2 20 5.176 1.5849 0.0040 1351 <br /> 15.00 CCISeismic Tower Section 2-3 20 2.750 1.0030 0.0023 2250 <br /> 9.00 CCISeismic(6)andrew 22 1.573 0.6131 0.0014 3750 <br /> LDFS-50A(7/8)From 8 to 60(8ft • <br /> tol0ft) <br /> 5.00 CCISeismic Tower Section 2-4 22 0.857 0.3430 0.0008 6750 <br /> Compression Checks <br /> Pole Design Data <br /> Section Elevation Size L L„ Kl/r A P„ OP„ Ratio <br /> No. P„ <br /> ft ft ft in' K K (1)P„ <br /> Ll 60-31.75(1) TP23.06x19.68x0.1875 28.25 0.00 0.0 13.3765 -7.75 782.52 0.010 <br /> L2 31.75-0(2) TP26.5x22.1765x0.2188 36.00 0.00 0.0 18.3394 -10.95 1072.85 0.010 <br /> Pole Bending Design Data <br /> Section Elevation Size M,� $M Ratio M,ry $M, Ratio <br /> No. . M„x M <br /> ft kip ft kip ft (OM0, kip it kip ft OM,), <br /> Ll 60-31.75(1) TP23.06x19.68x0.1875 128.39 422.26 0.304 0.00 422.26 0.000 <br /> L2 31.75-0(2) TP26.5x22.1765x0.2188 418.58 678.64 0.617 0.00 678.64 0.000 <br />