Laserfiche WebLink
Company:Date:2/22/2023 <br />Engineer:Page:5/5 <br />Project: <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ for <br />Concrete Software <br />Version 3.3.2404.1 <br />11. Results <br />Interaction of Tensile and Shear Forces (Sec. 17.8) <br />Tension Factored Load, Nua (lb)Design Strength, øNn (lb)Ratio Status <br />Steel 4175 30060 0.14 Pass (Governs) <br />Concrete breakout 16700 186876 0.09 Pass <br />Pullout 4175 69266 0.06 Pass <br />PAB6H (3/4"Ø) with hef = 24.000 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