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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 T+S <br /> Orientation of System <br /> Basic Wind Velocity is 60.00 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 1.000 * * <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-2 EPA <br /> (ft) (ft) (ft) (Degrees) (lbs) (lbs) (lbs) (ft^2) <br /> 1 104.00 104.00 0.00 50.00 193 230 240 27.21 3-SBJAH4-1D65 <br /> 2 104.00 104.00 0.00 50.00 22 26 287 3.09 1-AT&T Site P <br /> 3 104.00 104.00 0.00 50.00 51 61 126 7.20 6-E14R00P33 T <br /> 4 92.50 92.50 0.00 50.00 35 41 200 5.00 1-VzW Site Pr <br /> 5 112.17 112.17 0.00 50.00 2 2 10 0.25 1-4ft lightni <br /> 6 104.00 104.00 0.00 50.00 215 257 334 30.39 3-NNH4-65B-R6 <br /> 7 92.50 92.50 0.00 50.00 476 567 473 68.82 6-SBNHH-1D65C <br /> 8 92.50 92.50 0.00 50.00 41 49 210 5.94 3-Alcatel-Luc <br /> 9 92.50 92.50 0.00 50.00 41 49 210 5.94 3-Alcatel-Luc <br /> 10 92.50 92.50 0.00 50.00 84 100 96 12.18 3-Raycap RCMD <br /> I1 ,21 <br />