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ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE <br />IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) <br />BY: IW70 12/01/2021 VERSION: 24.5.25.1 <br />SUBJECT: Everett, WA - T50E300 DS210 - (2) 12' DS60(115MPH - AASHTO 2015) <br />Folder: 485175 File: P30L12A15AB <br />Pole: Forces and Moments (Extreme I) <br />Section <br />Height' <br />(ft) <br />Forces (lb) <br />Moment (ft-lb) <br />Wind <br />(deg) <br />Fx <br />By <br />IF <br />Mx <br />My <br />MzDirect" <br />30.00 <br />1.63 <br />141.21 <br />118.17 <br />-289.63 <br />179.32 <br />3.91 <br />90.00 <br />27.33 <br />980.20 <br />292.80 <br />-85.64 <br />-900.03 <br />111.62 <br />684.46 <br />90.00 <br />24.33 <br />4.88 <br />524.29 <br />993.65 <br />-2,171.54 <br />1,735,341,267.14 <br />90.00 <br />17.50 <br />5.46 <br />859.17 <br />891.04 <br />-6,041.21 <br />2,427,191,280.36 <br />90.00 <br />0.00 <br />0.37 <br />1,035.351,257.93-22,662.772,971.101,280.56 <br />90.00 <br />'rnese neignts are acove the pole case plate. <br />** These are directions toward which the wind is flowing. <br />They are angles from the +X axis in the X-Y plane. <br />11 <br />