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<br /> <br /> <br />ttnnxxTToowweerr Job <br />Fairview Business Park (CLL01580) <br />Page <br />11 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 />15.68 CCISeismic Tower Section 2 - 1 2 0.493 0.2794 0.0003 2785 <br />13.00 CCISeismic (9) commscope <br />PWRT-608-S( 13/16'') From 0 to 54 <br />(7ft to17ft) <br />2 0.362 0.2301 0.0002 3406 <br />6.00 CCISeismic Tower Section 2 - 2 14 0.122 0.0970 0.0001 8174 <br />4.50 CCISeismic (9) commscope <br />PWRT-608-S( 13/16'') From 0 to 54 <br />(0ft to7ft) <br />14 0.083 0.0680 0.0000 8174 <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 58 - 16 (1) TP35.15x18x0.2188 42.00 0.00 0.0 23.0199 -15.04 1346.67 0.011 <br />L2 16 - 1 (2) TP40.837x32.9363x0.25 19.35 0.00 0.0 32.2058 -18.05 1884.04 0.010 <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 58 - 16 (1) TP35.15x18x0.2188 255.45 1002.06 0.255 0.00 1002.06 0.000 <br />L2 16 - 1 (2) TP40.837x32.9363x0.25 481.64 1662.84 0.290 0.00 1662.84 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 58 - 16 (1) TP35.15x18x0.2188 11.35 394.14 0.029 0.17 1173.03 0.000 <br />L2 16 - 1 (2) TP40.837x32.9363x0.25 11.95 565.21 0.021 0.17 2008.99 0.000 <br /> <br /> <br /> <br /> <br /> Pole Interaction Design Data <br /> <br />Section <br />No. <br />Elevation <br /> <br />ft <br />Ratio <br />Pu <br />Pn <br />Ratio <br />Mux <br />Mnx <br />Ratio <br />Muy <br />Mny <br />Ratio <br />Vu <br />Vn <br />Ratio <br />Tu <br />Tn <br />Comb. <br />Stress <br />Ratio <br />Allow. <br />Stress <br />Ratio <br />Criteria