Laserfiche WebLink
Job Page <br /> xTower Feely-BU#: 824022 8 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 /> Maximum Tower Deflections -Service Wind <br /> Section Elevation Horz. Gov. Tilt Twist <br /> No. Deflection Load <br /> ft in Comb. ° <br /> Ll 60-31.75 5.849 36 0.7139 0.0031 <br /> L2 36-0 2.480 36 0.5783 0.0016 <br /> Critical Deflections and Radius of Curvature - Service Wind <br /> Elevation Appurtenance Gov. Deflection Tilt . Twist Radius of <br /> Load Curvature <br /> ft Comb. in ft <br /> 62.00 4'Lightning Rod 36 5.849 0.7139 0.0033 16104 <br /> 60.00 Platform Mount[LP 713-1] 36 5.849 0.7139 0.0033 16104 <br /> 55.88 CCISeismic Tower Section 1-1 36 5.213 0.6989 0.0030 16104 <br /> 55.00 CCISeismic(6)andrew 36 5.079 0.6956 0.0030 16104 <br /> LDF5-50A(7/8)From 8 to 60(50ft <br /> to60ft) <br /> 49.00 Platform Mount[LP 1301-1] 36 4.180 0.6698 0.0025 7320 <br /> 46.75 CCISeismic Tower Section 1-2 36 3.857 0.6582 0.0024 6077 <br /> 45.00 CCISeismic(6)andrew 36 3.612 0.6482 0.0023 5368 <br /> LDF5-50A(7/8)From 8 to 60(40ft <br /> to50ft) <br /> 44.50 CCISeismic huber and suhner MLC 36 3.544 0.6451 0.0022 5195 <br /> HYBRID 6x12 6AWGx6(1-1/2) <br /> From 8 to 49(40ft to49ft) <br /> 42.00 SC2-190BB 36 3.209 0.6286 0.0021 4473 <br /> 41.00 CCISeismic(2)alcatel lucent 36 3.080 0.6213 0.0020 4238 <br /> CAT5e(1/4)From 8 to 42(40ft <br /> to42ft) <br /> 36.75 CCISeismic Tower Section 1-3 36 2.565 0.5855 0.0018 3595 <br /> 35.00 CCISeismic(6)andrew 36 2.370 0.5682 0.0017 3559 <br /> LDF5-50A(7/8)From 8 to 60(30ft <br /> to40ft) <br /> 33.00 CCISeismic Tower Section 2-1 36 2.160 0.5466 0.0016 3674 <br /> 25.00 CCISeismic Tower Section 2-2 36 1.444 0.4420 0.0011 4830 <br /> 15.00 CCISeismic Tower Section 2-3 36 0.767 0.2797 0.0007 8050 <br /> 9.00 CCISeismic(6)andrew 36 0.439 0.1709 0.0004 13417 <br /> LDF5-50A(7/8)From 8 to 60(8ft <br /> tolOft) <br /> 5.00 CCISeismic Tower Section 2-4 36 0.239 0.0956 0.0002 24151 <br /> Maximum Tower Deflections - Design Wind <br /> Section Elevation Horz. Gov. Tilt Twist <br /> No. Deflection Load <br /> ft in Comb. 0 ° <br /> Ll 60-31.75 20.949 20 2.5542 0.0108 <br /> L2 36-0 8.884 20 2.0725 0.0055 <br />