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Company:Date:9/15/2023 <br />Engineer:Page:2/6 <br />Project: <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ for <br />Concrete Software <br />Version 3.3.2403.1 <br />Load and Geometry <br />Load factor source: ACI 318 Section 5.3 <br />Load combination: not set <br />Seismic design: No <br />Anchors subjected to sustained tension: Not applicable <br />Apply entire shear load at front row: Yes <br />Anchors only resisting wind and/or seismic loads: No <br />Strength level loads: <br />Nua [lb]: -3106 <br />Vuax [lb]: -3120 <br />Vuay [lb]: 0 <br />Mux [ft-lb]: 0 <br />Muy [ft-lb]: -8640 <br />Muz [ft-lb]: 0 <br /><Figure 1> <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 />2621 S Birch St - 101119515 & <br />20182981 <br />7/24/2024