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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 - T50E350 DS210 - (2) 12' DS60(115MPH - AASHTO 2015) <br />Folder: 485175 File: P35L12A15AB <br />RESULTS SUMMARY - Pole <br />Maximum Combined Force Interaction In Each Major Maximum Reactions Applied To Foundation <br />Component <br />Strength I Bending Moment <br />Pole (At 17.50 (ft)) 0.08 Torsion <br />Luminaire Arm 1 0.06 Shear Force <br />Base Plate 0.03 Axial Force <br />Anchor Bolts 0.04 <br />Deflection % (At 35.00 (ft)) 0.519 % Ice <br />Deflection (At 35.00 (ft)) <br />2.18 in <br />Pole (At 17.50 (ft)) <br />Rotation (At 35.00 (ft)) <br />0.65 deg <br />Luminaire Arm 1 <br />Extreme I <br />Base Plate <br />Pole (At 0.00 (ft)) <br />0.42 <br />Anchor Bolts <br />Luminaire Arm 1 <br />0.37 <br />Deflection % (At 35.00 <br />Base Plate <br />0.32 <br />(ft)) <br />Anchor Bolts <br />0.99 <br />Deflection (At 35.00 (ft)) <br />Deflection % (At 35.00 (ft)) <br />2.770 % <br />Rotation (At 35.00 (ft)) <br />Deflection (At 35.00 (ft)) <br />11.63 in <br />Rotation (At 35.00 (ft)) <br />2.64 deg <br />Service I <br />Pole (At 17.50 (ft)) <br />0.06 <br />Luminaire Arm 1 <br />0.05 <br />Base Plate <br />0.02 <br />Anchor Bolts <br />0.03 <br />Deflection % (At 35.00 (ft)) <br />0.413 % <br />Deflection (At 35.00 (ft)) <br />1.73 in <br />Rotation (At 35.00 (ft)) <br />0.52 deg <br />28057 ft-lb <br />1354 ft-lb <br />1121 lb <br />1848 lb <br />0.10 <br />0.07 <br />0.04 <br />0.05 <br />0.651 <br />8 <br />2.73 in <br />0.82 deg <br />19 <br />