5828 GLENWOOD AVE CINGULAR WIRELESS ANTENNA 2020-12-29

BY VALMONT INDUSTRIES FOR: GENERAL DYNAMICS 113.1667' POLE, SITE: WA6348 - GLENWOOD DATE 11/11/2016 Fuse 1.13.0.0 Deflections and Stresses for Pole Loading Case Seismic *** Deflections and Stresses *** Distance Defl. Axial Flexural Shear Torsion Combined Effective From Defl. Defl. Resultant Defl. Interaction Interaction Interaction Interaction Stress Yield Base X-Dir Y-Dir X & Y Z-Dir Rotation Term Term Term Term Interaction Strength (ft) (in) (in) (in) (in) (deg.) (ksi) 112.17 7.6 9.1 11.9 0.1 0.80 0.00 0.00 0.00 0.00 0.01 76.93 107.17 7.1 8.5 11.0 0.1 0.80 0.00 0.00 0.00 0.00 0.01 76.35 104.00 6.8 8.1 10.5 0.1 0.79 0.00 0.00 0.00 0.00 0.01 75.99 104.00 6.8 8.1 10.5 0.1 0.79 0.00 0.00 0.01 0.00 0.01 75.99 102.17 6.6 7.8 10.2 0.1 0.79 0.00 0.01 0.01 0.00 0.01 75.78 97.17 6.0 7.2 9.4 0.1 0.79 0.00 0.02 0.01 0.00 0.02 75.20 92.70 5.6 6.6 8.6 0.1 0.78 0.00 0.02 0.01 0.00 0.03 74.69 92.70 5.6 6.6 8.6 0.1 0.78 0.00 0.02 0.01 0.00 0.03 74.69 92.17 5.5 6.6 8.6 0.1 0.78 0.00 0.03 0.01 0.00 0.03 74.63 87.17 5.0 5.9 7.8 0.1 0.76 0.00 0.04 0.01 0.00 0.04 74.05 82.17 4.5 5.3 7.0 0.0 0.74 0.00 0.05 0.01 0.00 0.05 73.47 77.17 4.0 4.8 6.2 0.0 0.71 0.01 0.06 0.01 0.00 0.07 72.90 72.17 3.5 4.2 5.5 0.0 0.68 0.01 0.07 0.01 0.00 0.08 72.32 68.00 3.1 3.7 4.9 0.0 0.65 0.01 0.08 0.01 0.00 0.08 71.84 68.00 3.1 3.7 4.9 0.0 0.65 0.01 0.08 0.01 0.00 0.09 72.26 67.17 3.1 3.7 4.8 0.0 0.65 0.01 0.08 0.01 0.00 0.09 72.16 62.50 2.7 3.2 4.2 0.0 0.61 0.01 0.09 0.01 0.00 0.10 71.62 62.17 2.7 3.2 4.1 0.0 0.61 0.01 0.09 0.01 0.00 0.10 71.59 57.17 2.3 2.7 3.5 0.0 0.57 0.01 0.10 0.01 0.00 0.11 71.01 52.17 1.9 2.3 2.9 0.0 0.52 0.01 0.11 0.01 0.00 0.11 70.43 47.17 1.6 1.9 2.4 0.0 0.48 0.01 0.11 0.01 0.00 0.12 69.86 42.17 1.2 1.5 1.9 0.0 0.43 0.01 0.12 0.01 0.00 0.13 69.28 40.00 1.1 1.3 1.8 0.0 0.41 0.01 0.13 0.01 0.00 0.13 69.03 40.00 1.1 1.3 1.8 0.0 0.41 0.01 0.11 0.01 0.00 0.11 73.70 37.17 1.0 1.2 1.5 0.0 0.38 0.01 0.11 0.01 0.00 0.12 73.41 34.17 0.8 1.0 1.3 0.0 0.35 0.01 0.11 0.01 0.00 0.12 73.11 32.17 0.7 0.9 1.1 0.0 0.33 0.01 0.12 0.01 0.00 0.12 72.91 27.17 0.5 0.6 0.8 0.0 0.28 0.01 0.12 0.01 0.00 0.13 72.41 22.17 0.4 0.4 0.6 0.0 0.23 0.01 0.13 0.01 0.00 0.13 71.90 17.17 0.2 0.3 0.3 0.0 0.18 0.01 0.13 0.01 0.00 0.14 71.40 12.17 0.1 0.1 0.2 0.0 0.13 0.01 0.14 0.01 0.00 0.15 70.90 7.17 0.0 0.0 0.1 0.0 0.08 0.01 0.14 0.01 0.00 0.15 70.39 2.17 0.0 0.0 0.0 0.0 0.02 0.01 0.15 0.01 0.00 0.16 69.89 0.00 0.0 0.0 0.0 0.0 0.00 0.01 0.15 0.01 0.00 0.16 69.67 MINIMUM DEFLECTION RATIO // DEFLECTION LIMIT / DEFLECTION // IS