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Job Page <br /> tivrTo Feely-BU#: 824022 10 of 10 <br /> GPD Project Date <br /> 520 South Main Street Suite 2531 2019777.824022.02 07:53:12 06/20/19 <br /> Akron,Ohio 44311 Client Designed by <br /> Phone:(330)572-2100 Crown Castle msteward <br /> FAX:(330)572-2101 <br /> Pole Shear Design Data . <br /> Section Elevation Size Actual 4W Ratio Actual 4iT Ratio <br /> No. V V T T„ <br /> ft K K OV kip-ft kip ft $T, <br /> Ll 60-31.75(1) TP23.06x19.68x0.1875 7.30 234.76 0.031 0.19 460.37 0.000 <br /> L2 31.75-0(2) TP26.5x22.1765x0.2188 8.68 321.86 0.027 0.51 741.73 0.001 <br /> Pole Interaction Design Data <br /> Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria <br /> No. P. M M,w V. T Stress Stress <br /> ft OP (lull,, OM, 4W. 4T Ratio Ratio <br /> Ll 60-31.75(1) 0.010 0.304 0.000 0.031 0.000 0.315 1.050 4.8.2 <br /> L2 31.75-0(2) 0.010 0.617 0.000 0.027 0.001 0.628 1.050 4.8.2 <br /> Section Capacity Table <br /> Section Elevation Component Size Critical P 0P„1i„„. % Pass <br /> No. ft Type Element K K Capacity Fail <br /> Ll 60-31.75 Pole TP23.06x19.68x0.1875 1 -7.75 821.65 30.0 Pass <br /> L2 31.75-0 Pole TP26.5x22.1765x0.2188 2 -10.95 1126.49 59.8 Pass <br /> Summary ELC: LC7 <br /> Pole(L2) 59.8 Pass <br /> Rating= 59.8 Pass <br />