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<br /> <br /> <br />ttnnxxTToowweerr Job <br />EDINGER AND BRISTOL (BU 845391) <br />Page <br />21 of 21 <br />TEP <br />326 Tryon Road <br />Project <br />TEP No. 229344.1130072 <br />Date <br />12:45:44 07/20/25 <br />Raleigh, NC 27603 <br />Phone: (919) 616-6351 <br />FAX: (919) 616-6350 <br />Client <br />Crown Castle Designed by <br />TG <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 60 - 45 (1) TP33.2x33.2x0.25 8.01 257.82 0.031 0.00 747.26 0.000 <br />L2 45 - 30 (2) TP33.2x33.2x0.25 10.39 257.82 0.040 0.00 747.26 0.000 <br />L3 30 - 0 (3) TP37.7x33.2x0.2813 11.06 329.38 0.034 0.00 1084.16 0.000 <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 <br />L1 60 - 45 (1) 0.014 0.123 0.000 0.031 0.000 0.137 1.050 <br />L2 45 - 30 (2) 0.020 0.323 0.000 0.040 0.000 0.345 1.050 <br />L3 30 - 0 (3) 0.021 0.554 0.000 0.034 0.000 0.576 1.050 <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 60 - 45 Pole TP33.2x33.2x0.25 1 -11.69 902.37 13.1 Pass <br />L2 45 - 30 Pole TP33.2x33.2x0.25 2 -17.06 902.37 32.8 Pass <br />L3 30 - 0 Pole TP37.7x33.2x0.2813 3 -22.61 1152.85 54.8 Pass <br /> Summary <br /> Pole (L3) 54.8 Pass <br /> RATING = 54.8 Pass <br /> <br /> <br /> <br /> Program Version 8.3.1.2