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tnxTower J 60-ft Monopole - MFP#23514-E: Page3 of 4 <br /> Michael R Plahovinsak,P.E. Project Date <br /> 18301 State Route 161 w 281877, Silver Lake North 20:41:35 07/02/14 <br /> Plain City,OH 43064 Client Designed by <br /> Phone:614-398-6250 TAPP (TP-12705) Mike <br /> FAX.-mike@mfpeng.com <br /> Maximum Tower Deflections - Service Wind <br /> Section Elevation Harz. Gov. Tilt Twist <br /> No. Deflection Load <br /> ft _ in Comb. o ° <br /> Ll 60-16.25 8.537 12 1.0697 0.0000 <br /> L2 20-0 1.161 12 0.5021 0.0000 <br /> Critical Deflections and Radius of Curvature - Service Wind <br /> Elevation Appurtenance Gov. Deflection Tilt Twist Radius of <br /> Load Curvature <br /> ft Comb. in o oft <br /> 60.00 Panel Antennas and Mounting(2 10 12 8.537 1.0697 0.0000 15203 <br /> f12 13300 lbs) <br /> 50.00 Panel Antennas and Mounting(175 12 6.298 0.9619 0.0000 7601 <br /> ft2 12250 lbs) <br /> 40.00 Panel Antennas and Mounting(125 12 4.217 0.8404 0.0000 3800 <br /> ft2 12000 lbs) <br /> 30.00 Panel Antennas and Mounting(105 12 2.452 0.6917 0.0000 2533 <br /> ft2/1600 lbs) <br /> Maximum Tower Deflections - Design Wind <br /> Section Elevation Horz. Gov. Tilt Twist <br /> No. Deflection Load <br /> ft in Comb. o <br /> Ll 60-16.25 30.796 2 3.8614 0.0000 <br /> L2 20-0 4.187 4 1.8114 0.0000 <br /> Critical Deflections and Radius of Curvature - Design Wind <br /> Elevation Appurtenance Gov. Deflection Tilt Ill ist Radius of <br /> Load Curvature <br /> ft Comb. in o ft <br /> 60.00 Panel Antennas and Mounting(2 10 2 30.796 3.8614 0.0000 4240 <br /> ft2 13300 lbs) <br /> 50.00 Panel Antennas and Mounting(175 2 22.719 3.4718 0.0000 2119 <br /> 112/2250 lbs) <br /> 40.00 Panel Antennas and Mounting(125 2 15.212 3.0330 0.0000 1058 <br /> ft2/2000 lbs) <br /> 30.00 Panel Antennas and Mounting(105 4 8.845 2.4960 0.0000 704 <br /> ft2 11600 lbs) <br /> Pole Design Data <br /> Section Elevation Size L L„ K11r A P. OP„ Ratio <br /> No. P. <br /> ft ft ft int K K +Pn <br /> Ll 60-16.25(1) TP27.2x20x0.1875 43.75 0.00 0.0 15.7085 -14.75 1047.92 0.014 <br /> L2 16.25-0(2) TP29.5x26.2079x0.2188 20.00 0.00 0.0 20.3303 -18.59 1382.44 0.013 <br />