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Job Page <br /> tnxTower Buzz Inn (BU 880407) 12 of 13 <br /> Tower Engineering Project Date <br /> Professionals,Inc. TEP No.51358.131860 21:34:29 09/10/17 <br /> 326 Tryon Road <br /> Raleigh,NC 27603-5263 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)661-6350 pStewart <br /> Section Elevation Horz. Gov. Tilt Twist <br /> No. Deflection Load <br /> ft in Comb. ° <br /> LI 88-42.25 57.823 4 5.1662 0.0366 <br /> L2 45-0 16.829 4 3.4251 0.0164 <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 /> 85.00 ETCR-654L12H6 w/Mount Pipe 4 54.540 5.0707 0.0389 5290 <br /> 75.00 VHLP1-23-1GR 4 43.757 4.7427 0.0335 2033 <br /> 72.00 ACUTIME 2000 4 40.618 4.6384 0.0319 1651 <br /> 31.00 (3)12"x 12"x 4"Light 4 9.180 2.5079 0.0122 884 <br /> Compression Checks <br /> Pole Design Data <br /> Section Elevation Size L L„ Kl/r A P„ (OP„ Ratio <br /> No. P„ <br /> ft ft ft in2 K K OP„ <br /> Ll 88-42.25(1) TP20.865x14x0.1875 45.75 0.00 0.0 12.0601 -4.07 877.99 0.005 <br /> L2 42.25-0(2) TP26.83x20.0773x0.1875 45.00 0.00 0.0 15.8556 -7.62 1053.84 0.007 <br /> Pole Bending Design Data <br /> Section Elevation Size M„, 4mM x Ratio M„y OM.) Ratio <br /> No. M„., M„, <br /> ft kip-ft kip-ft mM kip-ft kip-ft 4mM„}. <br /> Ll 88-42.25(1) TP20.865x14x0.1875 150.57 365.37 0.412 0.00 365.37 0.000 <br /> L2 42.25-0(2) TP26.83x20.0773x0.1875 398.18 577.82 0.689 0.00 577.82 0.000 <br /> Pole Shear Design Data <br /> Section Elevation Size Actual 4V Ratio Actual 4T„ Ratio <br /> No. V„ V T T <br /> ft K K 4mV„ kip ft kip-ft OT <br /> Ll 88-42.25(1) TP20.865x14x0.1875 4.63 439.00 0.011 0.45 731.62 0.001 <br /> L2 42.25-0(2) TP26.83x20.0773x0.1875 6.26 526.92 0.012 0.56 1157.06 0.000 <br />