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�+ Job Page <br /> t j ower Norpro(BU 826263) 16 of 18 <br /> Tower Engineering Project Date <br /> Professionals TEP No.46302.124891 13:14:14 07/12/17 <br /> 326 Tiyon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)661-6350 BAR <br /> Maximum Tower Deflections - Design Wind <br /> Section Elevation Horz. Gov. Tilt Twist <br /> No. Deflection Load <br /> ft in Comb. ° <br /> Ll 150.083-119.667 48.043 2 2.597 0.014 <br /> L2 125.083-92.25 34.752 2 2.407 0.008 <br /> L3 98.3333-45.6666 22.133 14 2.037 0.006 <br /> IA 52.8333-0 6.582 14 1.117 0.002 <br /> Critical Deflections and Radius of Curvature Design Wind <br /> Elevation Appurtenance Gov. Deflection Tilt Twist Radius of <br /> Load Curvature <br /> ft Comb. in ft <br /> 150.00 5/8"x 4'Lightning Rod 2 47.997 2.597 0.015 21962 <br /> 148.00 (2)TMBXX-6516-R2M w/Mount 2 46.912 2.584 0.014 21962 <br /> Pipe <br /> 136.00 3JR52703AAAA 2 40.448 2.502 0.011 7796 <br /> 121.00 ET-X-WM-18-65-8P w/Mount Pipe 2 32.696 2.363 0.008 4337 <br /> 104.00 DB809K-XT 2 24.633 2.131 0.006 4063 <br /> 95.00 RCMDC-3315-PF-48 14 20.708 1.979 0.006 3702 <br /> Compression Checks <br /> Pole Design Data <br /> Section Elevation Size L L" Kl/r A P„ +P„ Ratio <br /> No. P„ <br /> ft ft ft in' lb lb 4)P„ <br /> LI 150.083- TP36.21x30.125x0.188 30.42 0.00 0.0 20.898 -9114.08 1178140.00 0.008 <br /> 119.667(1) <br /> 12 119.667- TP41.314x34.751x0.375 32.83 0.00 0.0 47.519 -17694.20 3453250.00 0.005 <br /> 92.25(2) <br /> L3 92.25- TP49.873x39.348x0.5 52.67 0.00 0.0 76.466 -38734.20 5681010.00 0.007 <br /> 45.6666(3) <br /> 1.4 45.6666-0(4) TP58x47.441x0.625 52.83 0.00 0.0 114.391 -66751.90 8498710.00 0.008 <br /> Pole Bending Design Data <br /> Section Elevation Size Mx 4M,, Ratio M,,,, (OM, Ratio <br /> No. M„„ Mr <br /> ft lb-ft lb-ft 0M lb-ft lb-ft mm,,, <br /> LI 150.083- TP36.21x30.125x0.188 199165.83 845175.00 0.236 0.00 845175.00 0.000 <br /> 119.667(1) <br /> L2 119.667- TP41.314x34.751x0.375 648272.50 2805133.33 0.231 0.00 2805133.33 0.000 <br /> 92.25(2) <br /> L3 92.25- TP49.873x39.348x0.5 1952850.00 5564008.33 0.351 0.00 5564008.33 0.000 <br />