Laserfiche WebLink
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 />Baseplate Analysis (Extreme I) - Polel - Pole <br />Combined Force Interaction 0.32 <br />Critical Wind Direction * 0.00 deg <br />Alignment of Bend Line 45.00 deg <br />Bolt Force: 22,926 lb <br />Bolt -To -Bend Line Moment Arm 1.750 in <br />Width of Bending Section 10.006 in <br />Applied Bending Moment 3,343.34 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 />27 <br />