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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 Seismic <br /> Seismic analysis following the equivalent modal analysis procedure <br /> Structure Category: 2 <br /> Site Class: D <br /> Response Acceleration at short periods: 1.43 <br /> Response Acceleration at one second: 0.54 <br /> The above are used to obtain the acceleration and velocity based site coefficients Fa and Fv <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 0 0 288 27.21 3-SBJAH4-1D65 <br /> 2 92.70 92.70 0.00 50.00 0 0 713 73.92 6-OCT458KBU00 <br /> 3 112.17 112.17 0.00 50.00 0 0 12 0.25 1-4ft lightni <br /> 4 104.00 104.00 0.00 50.00 0 0 263 22.47 3-SBNHH-1D65B <br /> 5 104.00 104.00 0.00 50.00 0 0 79 3.36 6-Andrew E15Z <br /> 6 104.00 104.00 0.00 50.00 0 0 61 1.62 3-Andrew E15S <br /> 7 104.00 104.00 0.00 50.00 0 0 184 5.16 3-Alcatel-Luc <br /> 8 104.00 104.00 0.00 50.00 0 0 216 5.01 3-Alcatel-Luc <br /> 9 104.00 104.00 0.00 50.00 0 0 464 5.55 3-T-arm SP1 1 <br /> 10 92.70 92.70 0.00 50.00 0 0 1224 32.76 12-RRUS12 [20. <br /> 11 92.70 92.70 0.00 50.00 0 0 133 8.19 3-Raycap RCMD <br /> 12 92.70 92.70 0.00 50.00 0 0 464 5.55 3-T-arm SP1 1 <br />