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<br /> <br /> <br />ttnnxxTToowweerr Job <br />214755_CLL01583_SCE FAIRVIEW SUBSTATION <br />Page <br />8 of 8 <br />GPD <br />520 South Main Street Suite 2531 <br />Project <br />2023723.21.214755.02 <br />Date <br />11:16:08 03/01/23 <br />Akron, Ohio 44311 <br />Phone: (330) 572-2100 <br />FAX: (330) 572-2101 <br />Client <br />Smartlink Group Designed by <br />ukarumanchi <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 />Mn <br />L1 78 - 38 (1) TP25.6x16x0.2188 436.54 610.95 0.715 0.00 610.95 0.000 <br />L2 38 - 1 (2) TP34.0425x24.3224x0.3125 1307.64 1666.04 0.785 0.00 1666.04 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 78 - 38 (1) TP25.6x16x0.2188 18.97 299.11 0.063 0.22 642.84 0.000 <br />L2 38 - 1 (2) TP34.0425x24.3224x0.3125 22.96 587.15 0.039 0.22 1734.39 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 />Mn <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 78 - 38 (1) 0.015 0.715 0.000 0.063 0.000 0.733 <br /> <br />1.000 4.8.2 <br />L2 38 - 1 (2) 0.012 0.785 0.000 0.039 0.000 0.799 <br /> <br />1.000 4.8.2 <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 78 - 38 Pole TP25.6x16x0.2188 1 -14.85 997.02 73.3 Pass <br />L2 38 - 1 Pole TP34.0425x24.3224x0.3125 2 -23.88 1957.17 79.9 Pass <br /> <br /> Summary ELC: E+P <br /> <br /> Pole (L2) 79.9 Pass <br /> Rating = 79.9 Pass <br /> <br /> <br />4111 3%4 S Main St Unit <br />#WCC0112/13/2024