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BY: IW70 <br />SUBJECT: Everett, <br />Folder: 485175 <br />Pole: Resistances <br />ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE <br />IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) <br />12/01/2021 VERSION: 24.5.25.1 <br />WA - T50E300 DS210 - (2) 12' DS60(115MPH - AASHTO 2015) <br />(Extreme I) <br />File: P30L12A15AB <br />Section <br />Height* <br />(ft) <br />Comb. <br />Force <br />Inter. <br />Applied Force <br />Factored Resistance <br />Axial <br />(lb) <br />I Shear <br />(lb) <br />Bend. <br />(ft-lb) <br />Torsion <br />(ft-lb) <br />Axial <br />b-0.9 <br />(lb) <br />Shear <br />b-0.9 <br />(lb) <br />Bend. <br />b-0.9 <br />(ft-lb) <br />Torsion <br />g-0.95 <br />(ft-lb) <br />30.00 <br />0.01 <br />118.171 <br />141.22 <br />340.65 <br />3.91168,756.6151,182.6927,683.0227,551.07 <br />27.33 <br />0.03 <br />85.641, <br />023.00 <br />906.93 <br />684.46181,015.5754, <br />304. 6731, <br />059. 3831, <br />014. 59 <br />24.33 <br />0.08 <br />993.65 <br />524.31 <br />2,779.751,267.14146,425.6157, <br />816. 9334, <br />732. 8535, <br />156. 03 <br />17.50 <br />0.15 <br />891.041 <br />859.19 <br />6,510.571,280.36 <br />78,060.33 <br />65,816.9693,899.6095,557.82 <br />0 .00 <br />0.391, <br />257. 931, <br />035.3522, <br />797. 091, <br />280.56 <br />30,554.1386, <br />304. 9471, <br />947. 1678, <br />334. 77 <br />x Phese heights are above the pole base plate. <br />12 <br />