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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 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 /> 2 104.00 104.00 0.00 50.00 0 0 344 3.09 1-AT&T Site P <br /> 3 104.00 104.00 0.00 50.00 0 0 151 7.20 6-E14R00P33 T <br /> 4 92.50 92.50 0.00 50.00 0 0 240 5.00 1-VzW Site Pr <br /> 5 112.17 112.17 0.00 50.00 0 0 12 0.25 1-4ft lightni <br /> 6 104.00 104.00 0.00 50.00 0 0 401 30.39 3-NNH4-65B-R6 <br /> 7 92.50 92.50 0.00 50.00 0 0 568 68.82 6-SBNHH-1D65C <br /> 8 92.50 92.50 0.00 50.00 0 0 252 5.94 3-Alcatel-Luc <br /> 9 92.50 92.50 0.00 50.00 0 0 252 5.94 3-Alcatel-Luc <br /> 10 92.50 92.50 0.00 50.00 0 0 115 12.18 3-Raycap RCMD <br /> 12. 22 <br />