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<br /> <br /> <br />ttnnxxTToowweerr Job <br />Fairview Business Park (CLL01580) <br />Page <br />9 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 />Comb. <br />No. <br />Description <br />45 0.9 Dead-1.0 Ev+1.0 Eh 90 deg <br />46 1.2 Dead+1.0 Ev+1.0 Eh 120 deg <br />47 0.9 Dead-1.0 Ev+1.0 Eh 120 deg <br />48 1.2 Dead+1.0 Ev+1.0 Eh 150 deg <br />49 0.9 Dead-1.0 Ev+1.0 Eh 150 deg <br />50 1.2 Dead+1.0 Ev+1.0 Eh 180 deg <br />51 0.9 Dead-1.0 Ev+1.0 Eh 180 deg <br />52 1.2 Dead+1.0 Ev+1.0 Eh 210 deg <br />53 0.9 Dead-1.0 Ev+1.0 Eh 210 deg <br />54 1.2 Dead+1.0 Ev+1.0 Eh 240 deg <br />55 0.9 Dead-1.0 Ev+1.0 Eh 240 deg <br />56 1.2 Dead+1.0 Ev+1.0 Eh 270 deg <br />57 0.9 Dead-1.0 Ev+1.0 Eh 270 deg <br />58 1.2 Dead+1.0 Ev+1.0 Eh 300 deg <br />59 0.9 Dead-1.0 Ev+1.0 Eh 300 deg <br />60 1.2 Dead+1.0 Ev+1.0 Eh 330 deg <br />61 0.9 Dead-1.0 Ev+1.0 Eh 330 deg <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 58 - 16 2.419 26 0.3455 0.0013 <br />L2 20.35 - 1 0.301 26 0.1363 0.0002 <br /> <br /> <br /> <br /> Critical Deflections and Radius of Curvature - Service 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 26 2.419 0.3455 0.0013 42200 <br />57.00 CCISeismic Tower Section 1 - 1 26 2.349 0.3404 0.0013 42200 <br />55.00 AIR 6419 B77G w/ Mount Pipe 26 2.210 0.3303 0.0012 42200 <br />54.00 Pine branch 26 2.141 0.3252 0.0012 42200 <br />51.50 CCISeismic (9) commscope <br />PWRT-608-S( 13/16'') From 0 to 54 <br />(47ft to54ft) <br />26 1.968 0.3125 0.0011 32462 <br />51.00 CCISeismic Tower Section 1 - 2 26 1.934 0.3099 0.0011 30143 <br />50.00 Pine branch 26 1.866 0.3048 0.0010 26375 <br />45.00 Pine branch 26 1.534 0.2789 0.0008 16231 <br />43.00 CCISeismic (9) commscope <br />PWRT-608-S( 13/16'') From 0 to 54 <br />(37ft to47ft) <br />26 1.405 0.2684 0.0008 14067 <br />41.00 CCISeismic Tower Section 1 - 3 26 1.281 0.2577 0.0007 12412 <br />40.00 Pine branch 26 1.220 0.2523 0.0007 11722 <br />35.00 Pine branch 26 0.931 0.2248 0.0005 9174 <br />33.00 CCISeismic (9) commscope <br />PWRT-608-S( 13/16'') From 0 to 54 <br />(27ft to37ft) <br />26 0.825 0.2135 0.0004 8440 <br />31.00 CCISeismic Tower Section 1 - 4 26 0.724 0.2019 0.0004 7815 <br />30.00 Pine branch 26 0.676 0.1961 0.0004 7536 <br />25.00 Pine branch 26 0.460 0.1659 0.0002 6394 <br />23.00 CCISeismic (9) commscope <br />PWRT-608-S( 13/16'') From 0 to 54 <br />26 0.386 0.1534 0.0002 6073