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t Towe Job Page <br /> lj Norpro(BU 826263). 17 of 18 <br /> Tower Engineering Project Date <br /> Professionals TEP No.46302.124891 13:14:14 07/12/17 <br /> 326 Tryon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)661-6350 DAR <br /> Section Elevation Size Max d1M Ratio M, r1M,ry, Ratio <br /> No. <br /> M. Muy <br /> ft lb ft lb ft egg lb ft lb ft 4My <br /> 45.6666(3) <br /> LA 45.6666-0(4) TP58x47.441x0.625 3800450.00 9957083.33 0.382 0.00 9957083.33 0.000 <br /> Pole Shear Design Data <br /> Section Elevation Size Actual 4W Ratio Actual 4T Ratio <br /> No. V„ V„ T T <br /> ft lb lb 4)v lb ft lb ft 4T <br /> LI 150.083- TP36.21x30.125x0.188 12125.00 589071.00 0.021 1438.45 1703825.00 0.001 <br /> 119.667(1) <br /> L2 119.667- TP41.314x34.751x0.375 20087.80 1726620.00 0.012 502.27 5655000.00 0.000 <br /> 92.25(2) <br /> L3 92.25- TP49.873x39.348x0.5 32031.30 2840510.00 0.011 1552.12 11216749.33 0.000 <br /> 45.6666(3) <br /> LA 45.6666-0(4) TP58x47.441x0.625 37468.00 4249360.00 0.009 1559.99 20073000.00 0.000 <br /> Pole Interaction Design Data <br /> Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria <br /> No. P„ M,,, M y V„ T Stress Stress <br /> ft 4P„ lM„x 4M,y (I)V„ 14T„ Ratio Ratio <br /> Ll 150.083- 0.008 0.236 0.000 0.021 0.001 0.244 1.000 4.8.2 <br /> 119.667(1) <br /> L2 119.667- 0.005 0.231 0.000 0.012 0.000 0.236 1.000 4.8.2 <br /> 92.25(2) <br /> L3 92.25- 0.007 0.351 0.000 0.011 0.000 0.358 1.000 4.8.2 <br /> 45.6666(3) <br /> IA 45.6666-0(4) 0.008 0.382 0.000 0.009 0.000 0.390 1.000 4.8.2 <br />