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BY VALMONT INDUSTRIES FOR: GENERAL DYNAMICS 113.1667' POLE, SITE: WA6348 - GLENWOOD,WA re-analysi DATE 04/04/2019 <br /> Fuse 1.13.0.0 <br /> *** INPUT LOADS *** <br /> Design Code TIA-222-G Addendum 2 <br /> Loading Case WIND <br /> Orientation of System <br /> Basic Wind Velocity is 85.00 mph Ice Thickness 0.00 +******* +X-Axis <br /> Wind Orientation is 50.0 Degrees Clockwise From +X Axis * * (Transverse) <br /> Structure Weight Overload Factor is 1.200 * * <br /> Exposure C, Gust Factor 1.10 * * <br /> Structure Category 2, Topographic Category 1, Crest Height 0.00 ft (Longitudinal) * * (Vertical) <br /> Orientations are Measured Clockwise From +X Axis +Y-Axis * * +Z-Axis <br /> Positive Y Axis is 90 Degrees Clockwise From +X Axis <br /> Foundation Rotation of 0.00 Degrees <br /> Elevation of structure base above surrounding terrain = 1.00 ft <br /> Load Mounting Load Load Orientation <br /> Number Height Height Eccentricity in XY Plane Force-X Force-Y Force-Z EPA <br /> (ft) (ft) (ft) (Degrees) (lbs) (lbs) (lbs) (ft^2) <br /> 1 104.00 104.00 0.00 50.00 692 824 288 27.21 3-SBJAH4-1D65 <br /> 2 104.00 104.00 0.00 50.00 79 94 344 3.09 1-AT&T Site P <br /> 3 104.00 104.00 0.00 50.00 183 218 151 7.20 6-E14R00P33 T <br /> 4 92.50 92.50 0.00 50.00 124 148 240 5.00 1-VzW Site Pr <br /> 5 112.17 112.17 0.00 50.00 6 8 12 0.25 1-4ft lightni <br /> 6 104.00 104.00 0.00 50.00 772 921 401 30.39 3-NNH4-65B-R6 <br /> 7 92.50 92.50 0.00 50.00 1707 2034 568 68.82 6-SBNHH-1D65C <br /> 8 92.50 92.50 0.00 50.00 147 176 252 5.94 3-Alcatel-Luc <br /> 9 92.50 92.50 0.00 50.00 147 176 252 5.94 3-Alcatel-Luc <br /> 10 92.50 92.50 0.00 50.00 302 360 115 12.18 3-Raycap RCMD <br />