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March 08, 2022 <br /> 130 Ft Monopole Tower Structural Analysis CCI BU No 815285 <br /> Project Number 2084453, Order 607190, Revision 1 Page 35 <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 /> 135.000 (2)Side Lighting 44 16.907 0.976 0.001 172679 <br /> 132.500 Lightning Rod 1/2"x 2' 44 16.907 0.976 0.001 172679 <br /> 129.000 ET-X-WM-18-65-8P 44 16.703 0.976 0.001 172679 <br /> 125.000 CCISeismic Tower Section 1 -1 44 15.885 0.976 0.001 172679 <br /> 124.500 CCISeismic(3)samsung 44 15.783 0.976 0.001 156949 <br /> telecommunications TYPE 2(1- <br /> 7/16)From 0 to 129(120ft <br /> to129ft) <br /> 119.000 MX08FR0665-21 w/Mount Pipe 44 14.661 0.973 0.001 66805 <br /> 115.000 CCISeismic Tower Section 2-1 44 13.848 0.968 0.001 39708 <br /> 114.500 CCISeismic cui 44 13.746 0.967 0.001 37674 <br /> CU12PSM9P6XXX(1-1/2)From <br /> 0 to 119(110ft to119ft) <br /> 105.000 CCISeismic Tower Section 2-2 44 11.841 0.944 0.001 19089 <br /> 99.000 80010966 44 10.665 0.921 0.001 14554 <br /> 95.000 CCISeismic Tower Section 2-3 44 9.897 0.903 0.001 12564 <br /> 94.500 CCISeismic(12)andrew LDF5- 44 9.802 0.900 0.001 12353 <br /> 50A(7/8)From 0 to 99(90ft <br /> to99ft) <br /> 86.000 TMBXX-6516-A2M w/Mount 44 8.228 0.850 0.001 9608 <br /> Pipe <br /> 85.000 CCISeismic Tower Section 2-4 44 8.048 0.843 0.001 9363 <br /> 83.000 CCISeismic(12)andrew LDF5- 44 7.693 0.829 0.001 8908 <br /> 50A(7/8)From 0 to 86(80ft <br /> to86ft) <br /> 75.000 CCISeismic Tower Section 3-1 44 6.327 0.765 0.000 7363 <br /> 71.000 Side Arm Mount[SO 103-3] 44 5.682 0.729 0.000 6750 <br /> 69.000 (2)SBNHH-1 D65C w/Mount 44 5.370 0.709 0.000 6480 <br /> Pipe <br /> 65.000 CCISeismic Tower Section 3-2 44 4.769 0.670 0.000 6000 <br /> 64.500 CCISeismic(3)huber and suhner 44 4.696 0.665 0.000 5945 <br /> MLE HYBRID <br /> 9POWER/18FIBER RL 2(1-5/8) <br /> From 0 to 69(60ft to69ft) <br /> 55.000 CCISeismic Tower Section 3-3 44 3.410 0.564 0.000 5059 <br /> 45.000 CCISeismic Tower Section 3-4 44 2.289 0.455 0.000 4371 <br /> 35.000 CCISeismic Tower Section 4-1 44 1.440 0.347 0.000 4678 <br /> 25.000 CCISeismic Tower Section 4-2 44 0.845 0.245 0.000 6549 <br /> 15.000 CCISeismic Tower Section 4-3 44 0.434 0.145 0.000 10915 <br /> 5.000 CCISeismic Tower Section 4-4 44 0.132 0.048 0.000 32743 <br /> Maximum Tower Deflections Design Wind <br /> Section Elevation Horz. Gov. Tilt Twist <br /> No. Deflection Load <br /> ft in Comb. ° <br /> L1 130-120 48.291 12 2.791 0.003 <br /> L2 120-80 42.455 12 2.783 0.003 <br /> L3 80-40 20.472 12 2.305 0.001 <br /> L4 40-0 5.220 12 1.143 0.000 <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 /> 135.000 (2)Side Lighting 12 48.291 2.791 0.003 61148 <br /> 132.500 Lightning Rod 1/2"x 2' 12 48.291 2.791 0.003 61148 <br /> tnxTower Report-version 8.1.1.0 <br />