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Job Page <br /> tnxower Glenwood 17 of 19 <br /> Core One Consulting Project Date <br /> 506 2nd Ave.Suite 1533 113.17'Monople 14:57:19 03/23/21 <br /> Seattle, WA Client Designed by <br /> Phone:(855)-708-2195 Tilson <br /> FAX: - <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 0 0ft <br /> 113.17 Lightning Rod 45 13.991 0.8889 0.0001 89099 <br /> 105.00 Pipe T-Arm 45 12.457 0.8800 0.0001 54528 <br /> 93.50 Pipe T-Arm 45 10.328 0.8614 0.0001 22648 <br /> Maximum Tower Deflections - Design Wind <br /> Section Elevation Horz. Gov. Tilt Twist <br /> No. Deflection Load <br /> ft in Comb. ° <br /> Ll 113.17-63.5 39.821 14 2.5306 0.0002 <br /> L2 68.95-35.12 17.270 14 2.1626 0.0001 <br /> L3 41-1 6.489 14 1.4077 0.0001 <br /> Critical Deflections and Radius of Curvature - Design Wind <br /> Elevation Appurtenance Gov. Deflection Tilt Twist Radius of <br /> Load Curvature <br /> fl Comb. in ft <br /> 113.17 _Lightning Rod 14 39.821 2.5306 0.0002 31397 <br /> 105.00 Pipe T-Arm 14 35.457 2.5055 0.0002 19215 <br /> 93.50 Pipe T-Arm 14 29.396 2.4525 0.0002 7980 <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 in' K K (1)P0 <br /> Ll 113.17-63.5 TP34.03x28x0.219 49.67 112.17 114.4 23.0423 -8.31 397.88 0.021 <br /> (1) <br /> L2 63.5-35.12(2) TP37.04x32.9304x0.219 33.83 112.17 105.0 25.0980 -12.33 514.16 0.024 <br /> L3 35.12-1(3) TP40.75x35.8877x0.25 40.00 112.17 93.6 32.1367 -19.19 817.21 0.023 <br /> Pole Bending Design Data <br /> 2.2j 3o <br />