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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 19 <br />tnxTower Report - version 8.3.0.5 <br />11 Yes 4 0.00000001 0.00049700 <br />12 Yes 5 0.00000001 0.00002954 <br />13 Yes 4 0.00000001 0.00062465 <br />14 Yes 4 0.00000001 0.00011849 <br />15 Yes 4 0.00000001 0.00007298 <br />16 Yes 4 0.00000001 0.00089335 <br />17 Yes 4 0.00000001 0.00054192 <br />18 Yes 4 0.00000001 0.00082689 <br />19 Yes 4 0.00000001 0.00050092 <br />20 Yes 4 0.00000001 0.00022104 <br />21 Yes 4 0.00000001 0.00013728 <br />22 Yes 5 0.00000001 0.00003010 <br />23 Yes 4 0.00000001 0.00063692 <br />24 Yes 4 0.00000001 0.00083184 <br />25 Yes 4 0.00000001 0.00050067 <br />26 Yes 4 0.00000001 0.00001958 <br />27 Yes 4 0.00000001 0.00005967 <br />28 Yes 4 0.00000001 0.00007294 <br />29 Yes 4 0.00000001 0.00003565 <br />30 Yes 4 0.00000001 0.00005413 <br />31 Yes 4 0.00000001 0.00008055 <br />32 Yes 4 0.00000001 0.00002029 <br />33 Yes 4 0.00000001 0.00005869 <br />34 Yes 4 0.00000001 0.00005096 <br />35 Yes 4 0.00000001 0.00003615 <br />36 Yes 4 0.00000001 0.00008423 <br />37 Yes 4 0.00000001 0.00005263 <br />38 Yes 4 0.00000001 0.00001834 <br />39 Yes 4 0.00000001 0.00000001 <br />40 Yes 4 0.00000001 0.00008539 <br />41 Yes 4 0.00000001 0.00003333 <br />42 Yes 4 0.00000001 0.00008554 <br />43 Yes 4 0.00000001 0.00003338 <br />44 Yes 4 0.00000001 0.00001836 <br />45 Yes 4 0.00000001 0.00000001 <br />46 Yes 4 0.00000001 0.00008347 <br />47 Yes 4 0.00000001 0.00003277 <br />48 Yes 4 0.00000001 0.00008243 <br />49 Yes 4 0.00000001 0.00003241 <br />50 Yes 4 0.00000001 0.00001808 <br />51 Yes 4 0.00000001 0.00000001 <br />52 Yes 4 0.00000001 0.00008011 <br />53 Yes 4 0.00000001 0.00003172 <br />54 Yes 4 0.00000001 0.00007996 <br />55 Yes 4 0.00000001 0.00003167 <br />56 Yes 4 0.00000001 0.00001806 <br />57 Yes 4 0.00000001 0.00000001 <br />58 Yes 4 0.00000001 0.00008203 <br />59 Yes 4 0.00000001 0.00003228 <br />60 Yes 4 0.00000001 0.00008308 <br />61 Yes 4 0.00000001 0.00003265 <br /> <br /> <br /> <br /> Maximum Tower Deflections - Service 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 8.390 26 1.1562 0.0074 <br />L2 24 - 0 1.489 26 0.5524 0.0016 <br /> <br /> <br /> <br /> Critical Deflections and Radius of Curvature - Service Wind <br />