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<br /> <br /> <br />ttnnxxTToowweerr Job <br />Fairview Business Park (CLL01580) <br />Page <br />12 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 />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 <br />L1 58 - 16 (1) 0.011 0.255 0.000 0.029 0.000 0.267 1.050 <br />L2 16 - 1 (2) 0.010 0.290 0.000 0.021 0.000 0.300 1.050 <br /> <br /> <br /> <br /> <br /> <br /> Section Capacity Table <br /> <br />Section <br />No. <br />Elevation <br />ft <br />Component <br />Type <br />Size Critical <br />Element <br />P <br />K <br />øPallow <br />K <br />% <br />Capacity <br />Pass <br />Fail <br />L1 58 - 16 Pole TP35.15x18x0.2188 1 -15.04 1414.00 25.4 Pass <br />L2 16 - 1 Pole TP40.837x32.9363x0.25 2 -18.05 1978.24 28.5 Pass <br /> Summary <br /> Pole (L2) 28.5 Pass <br /> RATING = 28.5 Pass <br /> <br /> <br /> <br /> <br /> <br /> Program Version 8.3.1.2 - 12/11/2024 File:G:/Shared drives/350001 - 400000/353924/P-499575_L-1184090_CLL01580_FAIRVIEW BUSINESS <br />PARK_ Structural Analysis/TnxTower/Wind and Seismic/FAIRVIEW BUSINESS PARK (CLL01580) CCISeismic 5.0.2 Wind And Seismic Analysis.eri