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Februa 9; 218 <br />127 Ft Monopole Tower Structural Analysis CC/ BU No 823967 <br />Project Number 37518-0703.001.7805, Application 423837, Revision 1 P <br />Elevation Appurtenance Gov. Deflection Tilt Twist Radius of <br />Load Curvature <br />ft Comb. in ft <br />Pipe <br />120.0000 SBNHH-1 D65C wl Mount Pipe 2 117.87 9.49 0.01 2631 <br />118.0000 TME-RRH2X40-07-L 2 113.86 9.36 0.01 2046 <br />116.0000 TME-DC6-48-60-18-8F 2 109.87 9.23 0.01 1673 <br />Compression Checks <br />Pole Design Data <br />Section <br />Elevation <br />Size <br />L <br />Lu <br />KI/r <br />A <br />Pu <br />op„ <br />Ratio <br />No. <br />P <br />ft <br />ft <br />ft <br />in2 <br />K <br />K <br />op„ <br />L1 <br />127-87.25 <br />TP23.71 x16x0.1875 <br />39.750 <br />0.0000 <br />0.0 <br />13.791 <br />-7.28 <br />890.41 <br />0.008 <br />(1) <br />0 <br />8 <br />L2 <br />87.25 - 52 (2) <br />TP30.04x22.6561 x0.25 <br />38.750 <br />0.0000 <br />0.0 <br />23.329 <br />-11.53 <br />1542.43 <br />0.007 <br />0 <br />0 <br />L3 <br />52 -16.75 (3) <br />TP36.2x28.7302x0.3125 <br />39.500 <br />0.0000 <br />0.0 <br />35.160 <br />-17.74 <br />2362.65 <br />0.008 <br />0 <br />3 <br />L4 <br />16.75 - 0 (4) <br />TP38.75x34.6295x0.375 <br />21.750 <br />0.0000 <br />0.0 <br />46.337 <br />-23.20 <br />3229.31 <br />0.007 <br />0 <br />8 <br />Pole Bending Design Data <br />Section <br />Elevation <br />Size <br />Mux <br />oM„x <br />Ratio <br />M Y <br />014„Y <br />Ratio <br />No. <br />Mux <br />M-Y <br />ft <br />kip-ft <br />kip-ft <br />OM„x <br />kip-ft <br />kip-ft <br />0M7 <br />L1 <br />127-87.25 <br />TP23.71xl6x0.1875 <br />385.18 <br />414.27 <br />0.930 <br />0.00 <br />414.27 <br />0.000 <br />(1) <br />L2 <br />87.25 - 52 (2) <br />TP30.04x22.6561 x0.25 <br />896.07 <br />910.02 <br />0.985 <br />0.00 <br />910.02 <br />0.000 <br />L3 <br />52 - 16.75 (3) <br />TP36.2x28.7302x0.3125 <br />1513.75 <br />1680.18 <br />0.901 <br />0.00 <br />1680.18 <br />0.000 <br />L4 <br />16.75 - 0 (4) <br />TP38.75x34.6295x0.375 <br />1952.49 <br />2520.05 <br />0.775 <br />0.00 <br />2520.05 <br />0.000 <br />Pole Shear Design Data <br />Section <br />Elevation <br />Size <br />Actual <br />Ratio <br />Actual <br />OT„ <br />Ratio <br />No. <br />V. <br />V. <br />T. <br />T <br />ft <br />K <br />K <br />OV„ <br />kip-ft <br />kip-tt <br />$T„ <br />L1 <br />127 -- 87.25 <br />TP23.71x16x0.1875 <br />13.25 <br />445.21 <br />0.030 <br />0.25 <br />840.01 <br />0.000 <br />(1) <br />L2 <br />87.25 - 52 (2) <br />TP30.04x22.6561 x0.25 <br />16.37 <br />771.21 <br />0.021 <br />0.12 <br />1845.23 <br />0.000 <br />L3 <br />52 - 16.75 (3) <br />TP36.2x28.7302x0.3125 <br />19.32 <br />1181.33 <br />0.016 <br />0.51 <br />3406.88 <br />0.000 <br />L4 <br />16.75 - 0 (4) <br />TP38.75x34.6295x0.375 <br />20.95 <br />1614.65 <br />0.013 <br />0.75 <br />5109.88 <br />0.000 <br />tnxTower Report - version 7.0.5.1 <br />