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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 - T50E350 DS210 - (2) 12' DS60(115MPH - AASHTO 2015) <br />(Extreme I) <br />File: P35L12A15AB <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 />35.00 <br />0.02 <br />115. 621 <br />147.42 <br />349. 30 <br />6.28149,008.3995, <br />328. 9921,712.9721,609.61 <br />32.33 <br />0.04 <br />90.311, <br />015.24 <br />943.18 <br />715.77161,503.2248, <br />450. 9624, <br />806. 8824, <br />688.70 <br />29.33 <br />0.10 <br />427.27 <br />551.45 <br />2,849.751,335.30123,273.9951, <br />963.2328,533.7928,397.76 <br />17.50 <br />0.24 <br />950 . 941 <br />954. 6410, <br />018.131, <br />353.45 <br />39,826.70 <br />65, 816. 9643, <br />849. 6045, <br />557. 82 <br />0 .00 <br />0.421, <br />326.191, <br />123.5728, <br />056. 931, <br />353. 68 <br />22,997.9386, <br />304. 9471, <br />947. 1678, <br />334. 77 <br />x Phese heights are above the pole base plate. <br />26 <br />