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<br /> <br /> <br />ttnnxxTToowweerr Job <br />Fairview Business Park (CLL01580) <br />Page <br />10 of 12 <br />TEP <br />326 Tryon Road <br />Project <br />TEP No. 353924.1184090 <br />Date <br />06:58:25 11/18/25 <br />Raleigh, NC 27603 <br />Phone: (919) 661-6351 <br />FAX: (919) 661-6350 <br />Client <br />M Squared Wireless Designed by <br />adare <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 />(17ft to27ft) <br />21.00 CCISeismic Tower Section 1 - 5 26 0.321 0.1406 0.0002 5963 <br />20.00 Pine branch 26 0.291 0.1340 0.0002 6029 <br />15.68 CCISeismic Tower Section 2 - 1 26 0.185 0.1050 0.0001 7390 <br />13.00 CCISeismic (9) commscope <br />PWRT-608-S( 13/16'') From 0 to 54 <br />(7ft to17ft) <br />26 0.136 0.0864 0.0001 9037 <br />6.00 CCISeismic Tower Section 2 - 2 32 0.046 0.0364 0.0000 21688 <br />4.50 CCISeismic (9) commscope <br />PWRT-608-S( 13/16'') From 0 to 54 <br />(0ft to7ft) <br />32 0.031 0.0255 0.0000 21688 <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 58 - 16 6.425 2 0.9150 0.0035 <br />L2 20.35 - 1 0.801 2 0.3628 0.0004 <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 />58.00 Pine branch 2 6.425 0.9150 0.0036 15909 <br />57.00 CCISeismic Tower Section 1 - 1 2 6.240 0.9017 0.0035 15909 <br />55.00 AIR 6419 B77G w/ Mount Pipe 2 5.870 0.8750 0.0033 15909 <br />54.00 Pine branch 2 5.686 0.8617 0.0032 15909 <br />51.50 CCISeismic (9) commscope <br />PWRT-608-S( 13/16'') From 0 to 54 <br />(47ft to54ft) <br />2 5.229 0.8282 0.0029 12238 <br />51.00 CCISeismic Tower Section 1 - 2 2 5.138 0.8214 0.0028 11364 <br />50.00 Pine branch 2 4.958 0.8080 0.0027 9943 <br />45.00 Pine branch 2 4.075 0.7398 0.0022 6119 <br />43.00 CCISeismic (9) commscope <br />PWRT-608-S( 13/16'') From 0 to 54 <br />(37ft to47ft) <br />2 3.734 0.7120 0.0021 5303 <br />41.00 CCISeismic Tower Section 1 - 3 2 3.403 0.6839 0.0019 4679 <br />40.00 Pine branch 2 3.241 0.6697 0.0018 4419 <br />35.00 Pine branch 2 2.475 0.5971 0.0014 3458 <br />33.00 CCISeismic (9) commscope <br />PWRT-608-S( 13/16'') From 0 to 54 <br />(27ft to37ft) <br />2 2.192 0.5671 0.0012 3181 <br />31.00 CCISeismic Tower Section 1 - 4 2 1.924 0.5366 0.0010 2946 <br />30.00 Pine branch 2 1.797 0.5212 0.0010 2840 <br />25.00 Pine branch 2 1.223 0.4413 0.0007 2410 <br />23.00 CCISeismic (9) commscope <br />PWRT-608-S( 13/16'') From 0 to 54 <br />(17ft to27ft) <br />2 1.028 0.4080 0.0005 2289 <br />21.00 CCISeismic Tower Section 1 - 5 2 0.853 0.3740 0.0005 2248 <br />20.00 Pine branch 2 0.774 0.3567 0.0004 2272