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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 />7. Side-Face Blowout Strength of Anchor in Tension (Sec. 17.4.4) <br />Nsb =(1+ca2/ca1)/4}(160ca1 Abrg)f’c (Sec. 17.3.1 & Eq. 17.4.4.1) <br />ca1 (in)ca2 (in)Abrg (in2)a f’c (psi)Nsb (lb) <br />2.25 2.25 0.30 1.00 2500 0.75 3691 <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 3300 3371 0.98 Pass (Governs) <br />Concrete breakout 3300 4345 0.76 Pass <br />Pullout 3300 4186 0.79 Pass <br />Side-face blowout 3300 3691 0.89 Pass <br />3/8"Ø Heavy Hex Bolt, F1554 Gr. 36 with hef = 7.000 inch meets the selected design criteria. <br />12. Warnings <br />- Designer must exercise own judgement to determine if this design is suitable. <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 />48 <br />1123 S Magnolia Ave <br />Unit# 22/19/2025