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Company:Date:7/22/2024 <br />Engineer:Page:5/5 <br />Project: <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 />Shear Factored Load, Vua (lb)Design Strength, øVn (lb)Ratio Status <br />Steel 1400 4212 0.33 Pass <br />|| Concrete breakout x-1400 1402 1.00 Pass (Governs) <br />Pryout 1400 2082 0.67 Pass <br />SET-3G w/ #4 A615 Gr. 60 Rebar with hef = 3.000 inch meets the selected design criteria. <br />12. Warnings <br />- Per designer input, the tensile component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total <br />factored anchor tensile force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.2.3.4.2 for tension <br />need not be satisfied – designer to verify. <br />- Per designer input, ductility requirements for shear have been determined to be satisfied – designer to verify. <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 />Page 38 <br />2701 W McFadden Ave <br />#F-I2/6/2025