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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 21 <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 />24.92 CCISeismic Tower Section 1 - 4 2 4.265 1.5234 0.0046 697 <br />24.00 CCISeismic (12) andrew LDF5- <br />50A(7/8) From 0 to 56 (19ft <br />to29ft) <br />2 3.971 1.4732 0.0043 698 <br />22.00 CCISeismic Tower Section 2 - 1 2 3.383 1.3616 0.0038 726 <br />15.00 CCISeismic Tower Section 2 - 2 2 1.813 0.9497 0.0022 1050 <br />14.00 CCISeismic (12) andrew LDF5- <br />50A(7/8) From 0 to 56 (9ft to19ft) <br />2 1.641 0.8886 0.0020 1125 <br />5.00 CCISeismic Tower Section 2 - 3 24 0.477 0.3221 0.0006 3149 <br />4.50 CCISeismic (12) andrew LDF5- <br />50A(7/8) From 0 to 56 (0ft to9ft) <br />24 0.427 0.2900 0.0006 3149 <br /> <br /> <br /> <br /> Compression Checks <br /> <br /> <br /> Pole Design Data <br /> <br />Section <br />No. <br />Elevation <br /> <br />ft <br />Size <br /> <br />L <br /> <br />ft <br />Lu <br /> <br />ft <br />Kl/r <br /> <br />A <br /> <br />in2 <br />Pu <br /> <br />K <br />Pn <br /> <br />K <br />Ratio <br />Pu <br />Pn <br />L1 59 - 19.9167 <br />(1) <br />TP24.382x16.562x0.2813 39.08 0.00 0.0 21.086 <br />3 <br />-10.18 1233.55 0.008 <br />L2 19.9167 - 0 <br />(2) <br />TP27.8x23.0025x0.3438 24.00 0.00 0.0 30.390 <br />6 <br />-13.84 1777.85 0.008 <br /> <br /> <br /> <br /> Pole Bending Design Data <br /> <br />Section <br />No. <br />Elevation <br /> <br />ft <br />Size <br /> <br />Mux <br /> <br />kip-ft <br />Mnx <br /> <br />kip-ft <br />Ratio <br />Mux <br />Mnx <br />Muy <br /> <br />kip-ft <br />Mny <br /> <br />kip-ft <br />Ratio <br />Muy <br />Mny <br />L1 59 - 19.9167 <br />(1) <br />TP24.382x16.562x0.2813 376.55 732.33 0.514 0.00 732.33 0.000 <br />L2 19.9167 - 0 <br />(2) <br />TP27.8x23.0025x0.3438 677.08 1247.33 0.543 0.00 1247.33 0.000 <br /> <br /> <br /> <br /> Pole Shear Design Data <br /> <br />Section <br />No. <br />Elevation <br /> <br />ft <br />Size <br /> <br />Actual <br />Vu <br />K <br />Vn <br /> <br />K <br />Ratio <br />Vu <br />Vn <br />Actual <br />Tu <br />kip-ft <br />Tn <br /> <br />kip-ft <br />Ratio <br />Tu <br />Tn <br />L1 59 - 19.9167 <br />(1) <br />TP24.382x16.562x0.2813 12.20 370.06 0.033 0.53 757.93 0.001 <br />L2 19.9167 - 0 <br />(2) <br />TP27.8x23.0025x0.3438 12.82 533.36 0.024 0.53 1288.12 0.000 <br /> <br /> <br /> <br /> <br /> Pole Interaction Design Data <br />