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Company:CORE STRUCTURE INC.Date:10/4/2023 <br />Engineer:A.T.Page:5/5 <br />Project:23033 <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ <br />Software <br />Version 3.0.7947.0 <br />11. Results <br />11. Interaction of Tensile and Shear Forces (Sec. D.7)? <br />Tension Factored Load, Nua (lb)Design Strength, øNn (lb)Ratio Status <br />Steel 1500 9833 0.15 Pass <br />Concrete breakout 3000 10122 0.30 Pass (Governs) <br />Adhesive 3000 13622 0.22 Pass <br />SET-3G w/ 5/8"Ø F1554 Gr. 36 with hef = 10.000 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 />5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc. <br />Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. <br />47 <br />1430 E Edinger Ave <br />3/27/2025