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March 08, 2022 <br /> 130 Ft Monopole Tower Structural Analysis CC1 BU No 815285 <br /> Project Number 2084453, Order 607190, Revision 1 Page 36 <br /> Elevation Appurtenance Gov. Deflection Tilt Twist Radius of <br /> Load Curvature <br /> ft Comb. in ft <br /> 129.000 ET-X-WM-18-65-8P 12 47.707 2.791 0.003 61148 <br /> 125.000 CCISeismic Tower Section 1-1 12 45.371 2.790 0.003 61148 <br /> 124.500 CCISeismic(3)samsung 12 45.079 2.789 0.003 55577 <br /> telecommunications TYPE 2(1- <br /> 7/16)From 0 to 129(120ft <br /> to129ft) <br /> 119.000 MX08FR0665-21 w/Mount Pipe 12 41.873 2.780 0.003 23591 <br /> 115.000 CCISeismic Tower Section 2-1 12 39.551 2.766 0.003 13980 <br /> 114.500 CCISeismic cui 12 39.261 2.764 0.003 13260 <br /> CUI2PSM9P6XXX(1-1/2)From <br /> 0 to 119(110ft to119ft) <br /> 105.000 CCISeismic Tower Section 2-2 12 33.818 2.698 0.002 6703 <br /> 99.000 80010966 12 30.458 2.633 0.002 5107 <br /> 95.000 CCISeismic Tower Section 2-3 12 28.264 2.580 0.002 4407 <br /> 94.500 CCISeismic(12)andrew LDF5- 12 27.992 2.573 0.002 4333 <br /> 50A(7/8)From 0 to 99(90ft <br /> to99ft) <br /> 86.000 TMBXX-6516-A2M w/Mount 12 23.495 2.430 0.002 3368 <br /> Pipe <br /> 85.000 CCISeismic Tower Section 2-4 12 22.982 2.411 0.002 3282 <br /> 83.000 CCISeismic(12)andrew LDF5- 12 21.966 2.370 0.002 3122 <br /> 50A(7/8)From 0 to 86(80ft <br /> to86ft) <br /> 75.000 CCISeismic Tower Section 3-1 12 18.065 2.186 0.001 2580 <br /> 71.000 Side Arm Mount[SO 103-3] 12 16.223 2.082 0.001 2366 <br /> 69.000 (2)SBNHH-1D65C w/Mount 12 15.332 2.027 0.001 2271 <br /> Pipe <br /> 65.000 CCISeismic Tower Section 3-2 12 13.614 1.914 0.001 2103 <br /> 64.500 CCISeismic(3)huber and suhner 12 13.406 1.899 0.001 2084 <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 12 9.735 1.612 0.001 1772 <br /> 45.000 CCISeismic Tower Section 3-4 12 6.533 1.298 0.001 1531 <br /> 35.000 CCISeismic Tower Section 4-1 12 4.109 0.991 0.000 1638 <br /> 25.000 CCISeismic Tower Section 4-2 12 2.412 0.698 0.000 2293 <br /> 15.000 CCISeismic Tower Section 4-3 12 1.237 0.415 0.000 3821 <br /> 5.000 CCISeismic Tower Section 4-4 12 0.378 0.138 0.000 11462 <br /> Compression Checks <br /> Pole Design Data <br /> Section Elevation Size L Lu KUr A Pt, 4,Pn Ratio <br /> No. P <br /> ft ft ft in2 K K 4)p„ <br /> L1 130-120(1) P30x3/8 10.000 0.000 0.0 34.901 -4.002 1311.060 0.003 <br /> L2 120-80(2) P30x3/8 40.000 0.000 0.0 34.901 -21.343 1311.060 0.016 <br /> L3 80-40(3) P36x3/8 40.000 0.000 0.0 41.970 -34.557 1490.100 0.023 <br /> L4 40-0(4) P42x1/2 40.000 0.000 0.0 65.188 -47.287 2410.400 0.020 <br /> Pole Bending Design Data <br /> Section Elevation Size Mux 4)M,,x Ratio M,y 4Mny Ratio <br /> No. M„x M„y <br /> ft kip-ft kip-ft TAT: kip-ft kip-ft 4Mny <br /> L1 130-120(1) P30x3/8 24.660 947.858 0.026 0.000 947.858 0.000 <br /> L2 120-80(2) P30x3/8 362.453 947.858 0.382 0.000 947.858 0.000 <br /> tnxTower Report-version 8.1.1.0 <br />