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Company:Date:3/12/2026 <br />Engineer:Page:2 <br />Project: <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ for <br />Concrete Software <br />Version 3.4.2512.1 <br />Load and Geometry <br />Load factor source: ACI 318 Section 5.3 <br />Load combination: U = 0.9D + 1.0E <br />Seismic design: Yes <br />Anchors subjected to sustained tension: Yes <br />Apply entire shear load at front row: Yes <br />Anchors only resisting wind and/or seismic loads: Yez <br />Service level loads: <br />D E L S Strength level loads <br />Na [lb]:0 1500 0 0 3750 <br />Vax [lb]: 0 0 0 00 <br />Vay [lb]: 0 0 0 00 <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.com45