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tnxTower J 60-ft Monopole - MFP#23514-E : Page4 of 4 <br /> Michael F.Plahovinsak,P.E. Project Date <br /> 18301 State Route 161 W 281877, Silver Lake North 20:41:35 07/02/14 <br /> Plain City,OH43064 Client Designed by <br /> Phone:614-398-6250 TAPP (TP-12705) Mike <br /> FAX.-mike@mfpeng.com <br /> Pole Bending Design Data <br /> Section Elevation Size M„_, �M„ Ratio M,,, Ratio <br /> No. M M v <br /> ft kip kip- pift kift „x Oyry <br /> _. <br /> Ll 60-16.25(1) TP27.2x20x0.1875 478.06 569.21 0.840 0.00 569.21 0.000 <br /> L2 16.25-0(2) TP29.5x26.2079x0.2188 817.14 832.72 0.981 0.00 832.72 0.000 <br /> Pole Shear Design Data <br /> Section Elevation Size Actual Op", Ratio Actual (1)7;, Ratio <br /> No. V„ V. T„ T <br /> ft K K OV. kip ft kip ft OT <br /> Ll 60-16.25(1) TP27.2x20x0.1875 16.85 523.96 0.032 0.00 1139.82 0.000 <br /> L2 16.25-0(2) TP29.5x26.2079x0.2188 17.02 691.22 0.025 0.00 1667.47 0.000 <br /> Pole Interaction Design Data <br /> Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria <br /> No. P„ M M„), V T„ Stress Stress <br /> ft op„ OM oM„y. 0V„ OT Ratio Ratio <br /> L1 60-16.25(1) 0.014 0.840 0.000 0.032 0.000 0.855 1.000 4.8.2 <br /> V <br /> L2 16.25-0(2) 0.013 0.981 0.000 0.025 0.000 0.995 1.000 4.8.2 <br /> Section Capacity Table <br /> Section Elevation Component Size Critical P ePatta„. % Pass <br /> No. ft Type Element K K Capacity Fail <br /> Ll 60-16.25 Pole TP27.2x20x0.1875 1 -14.75 1047.92 85.5 Pass <br /> L2 16.25-0 Pole TP29.5x26.2079x0.2188 2 -18.59 1382.44 99.5 Pass <br /> Summary <br /> Pole(L2) 99.5 Pass <br /> RATING= 99.5 Pass <br />