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Company:Date:9/15/2023 <br />Engineer:Page:6/6 <br />Project: <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ for <br />Concrete Software <br />Version 3.3.2403.1 <br />Concrete breakout 1678 20800 0.08 Pass <br />Pullout 422 4254 0.10 Pass (Governs) <br />Shear Factored Load, Vua (lb)Design Strength, øVn (lb)Ratio Status <br />Steel 505 6994 0.07 Pass <br />T Concrete breakout y- 211 6787 0.03 Pass <br />T Concrete breakout x- 3120 15047 0.21 Pass <br />|| Concrete breakout x- 211 43163 0.00 Pass <br />|| Concrete breakout y+ 1005 22532 0.04 Pass <br />Concrete breakout, <br />combined <br />--0.21 Pass (Governs) <br />Pryout 505 11360 0.04 Pass <br />Interaction check Nua/Nn Vua/Vn Combined Ratio Permissible Status <br />Sec. 17.8.2 0.00 0.21 21.0%1.0 Pass <br />5/8"Ø STB2SS, hnom:5.125" (130mm) meets the selected design criteria. <br />12. Warnings <br />- Designer must exercise own judgement to determine if this design is suitable. <br />- Refer to manufacturer’s product literature for hole cleaning and installation instructions. <br />Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. <br />Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com <br />2621 S Birch St - 101119515 & <br />20182981 <br />7/24/2024