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June 18, 2025 <br />59 Ft Monopole Tower Structural Analysis CCI BU No 845404 <br />Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 20 <br />tnxTower Report - version 8.3.0.5 <br />Elevation <br /> <br />ft <br />Appurtenance Gov. <br />Load <br />Comb. <br />Deflection <br /> <br />in <br />Tilt <br /> <br />° <br />Twist <br /> <br />° <br />Radius of <br />Curvature <br />ft <br />57.00 AIR 6419 B77G_2024 w/ Mount <br />Pipe <br />26 7.916 1.1251 0.0070 12232 <br />56.00 Palm Frond 26 7.679 1.1096 0.0068 12232 <br />54.46 CCISeismic Tower Section 1 - 1 26 7.316 1.0855 0.0065 12232 <br />53.00 CCISeismic commscope PWRT- <br />606-S(7/8) From 0 to 57 (49ft <br />to57ft) <br />26 6.974 1.0627 0.0063 10194 <br />52.50 CCISeismic (12) andrew LDF5- <br />50A(7/8) From 0 to 56 (49ft <br />to56ft) <br />26 6.857 1.0548 0.0062 9409 <br />44.92 CCISeismic Tower Section 1 - 2 26 5.140 0.9334 0.0047 4343 <br />44.00 CCISeismic (12) andrew LDF5- <br />50A(7/8) From 0 to 56 (39ft <br />to49ft) <br />26 4.942 0.9184 0.0046 4077 <br />34.92 CCISeismic Tower Section 1 - 3 26 3.133 0.7624 0.0031 2539 <br />34.00 CCISeismic (12) andrew LDF5- <br />50A(7/8) From 0 to 56 (29ft <br />to39ft) <br />26 2.970 0.7458 0.0029 2446 <br />24.92 CCISeismic Tower Section 1 - 4 26 1.599 0.5712 0.0017 1854 <br />24.00 CCISeismic (12) andrew LDF5- <br />50A(7/8) From 0 to 56 (19ft <br />to29ft) <br />26 1.489 0.5524 0.0016 1855 <br />22.00 CCISeismic Tower Section 2 - 1 26 1.268 0.5105 0.0014 1932 <br />15.00 CCISeismic Tower Section 2 - 2 26 0.679 0.3559 0.0008 2795 <br />14.00 CCISeismic (12) andrew LDF5- <br />50A(7/8) From 0 to 56 (9ft to19ft) <br />26 0.615 0.3330 0.0008 2994 <br />5.00 CCISeismic Tower Section 2 - 3 26 0.179 0.1207 0.0002 8383 <br />4.50 CCISeismic (12) andrew LDF5- <br />50A(7/8) From 0 to 56 (0ft to9ft) <br />26 0.160 0.1087 0.0002 8383 <br /> <br /> <br /> <br /> Maximum Tower Deflections - Design Wind <br /> <br />Section <br />No. <br />Elevation <br /> <br />ft <br />Horz. <br />Deflection <br />in <br />Gov. <br />Load <br />Comb. <br />Tilt <br /> <br />° <br />Twist <br /> <br />° <br />L1 59 - 19.9167 22.354 2 3.0770 0.0198 <br />L2 24 - 0 3.971 2 1.4732 0.0043 <br /> <br /> <br /> <br /> Critical Deflections and Radius of Curvature - Design Wind <br /> <br />Elevation <br /> <br />ft <br />Appurtenance Gov. <br />Load <br />Comb. <br />Deflection <br /> <br />in <br />Tilt <br /> <br />° <br />Twist <br /> <br />° <br />Radius of <br />Curvature <br />ft <br />57.00 AIR 6419 B77G_2024 w/ Mount <br />Pipe <br />2 21.091 2.9946 0.0187 4611 <br />56.00 Palm Frond 2 20.461 2.9533 0.0182 4611 <br />54.46 CCISeismic Tower Section 1 - 1 2 19.492 2.8895 0.0174 4611 <br />53.00 CCISeismic commscope PWRT- <br />606-S(7/8) From 0 to 57 (49ft <br />to57ft) <br />2 18.581 2.8290 0.0167 3842 <br />52.50 CCISeismic (12) andrew LDF5- <br />50A(7/8) From 0 to 56 (49ft <br />to56ft) <br />2 18.270 2.8081 0.0164 3546 <br />44.92 CCISeismic Tower Section 1 - 2 2 13.698 2.4862 0.0126 1636 <br />44.00 CCISeismic (12) andrew LDF5- <br />50A(7/8) From 0 to 56 (39ft <br />to49ft) <br />2 13.169 2.4462 0.0122 1536 <br />34.92 CCISeismic Tower Section 1 - 3 2 8.352 2.0320 0.0082 956 <br />34.00 CCISeismic (12) andrew LDF5- <br />50A(7/8) From 0 to 56 (29ft <br />to39ft) <br />2 7.917 1.9880 0.0078 921