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BY VALMONT INDUSTRIES FOR: GENERAL DYNAMICS 113.1667' POLE, SITE: WA6348 - GLENWOOD DATE 11/11/2016 <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 92.70 92.70 0.00 50.00 1834 2186 713 73.92 6-OCT458KBU00 <br /> 3 112.17 112.17 0.00 50.00 6 8 12 0.25 1-4ft lightni <br /> 4 104.00 104.00 0.00 50.00 571 681 263 22.47 3-SBNHH-1D65B <br /> 5 104.00 104.00 0.00 50.00 85 102 79 3.36 6-Andrew E15Z <br /> 6 104.00 104.00 0.00 50.00 41 49 61 1.62 3-Andrew E15S <br /> 7 104.00 104.00 0.00 50.00 131 156 184 5.16 3-Alcatel-Luc <br /> 8 104.00 104.00 0.00 50.00 127 152 216 5.01 3-Alcatel-Luc <br /> 9 104.00 104.00 0.00 50.00 141 168 464 5.55 3-T-arm SP1 1 <br /> 10 92.70 92.70 0.00 50.00 813 969 1224 32.76 12-RRUS12 [20. <br /> 11 92.70 92.70 0.00 50.00 203 242 133 8.19 3-Raycap RCMD <br /> 12 92.70 92.70 0.00 50.00 138 164 464 5.55 3-T-arm SP1 1 <br />