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Company:Date:10/5/2022 <br />Engineer:Page:5/5 <br />Project: <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ <br />Software <br />Version 3.2.2311.2 <br />11. Results <br />Interaction of Tensile and Shear Forces (Sec. 17.6) <br />Tension Factored Load, Nua (lb)Design Strength, øNn (lb)Ratio Status <br />Steel 4100 4388 0.93 Pass <br />Concrete breakout 4100 4214 0.97 Pass (Governs) <br />Adhesive 4100 4558 0.90 Pass <br />SET-3G w/ 3/8"Ø F1554 Gr. 55 with hef = 7.500 inch 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 />ADU 1123 Magnolia Ave. <br />Proj. No. 16113.00 09/30/24 <br />53 <br />1123 S Magnolia Ave <br />Unit# 22/19/2025