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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 />Baseplate Analysis (Extreme I) - Polel - Pole <br />Combined Force Interaction 0.26 <br />Critical Wind Direction * 0.00 deg <br />Alignment of Bend Line 45.00 deg <br />Bolt Force: 18,896 lb <br />Bolt -To -Bend Line Moment Arm 1.750 in <br />Width of Bending Section 10.006 in <br />Applied Bending Moment 2,755.60 ft-lb <br />Factored Bending Resistance 10,553.31 ft-lb <br />Anchor Bolts Analysis (Extreme I) - Polel - Pole <br />* Per AISC Design Guide 1 <br />* These are directions toward which the wind is flowing <br />13 <br />