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Company:Date:3/12/2026 <br />Engineer:Page:3 <br />Project: <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ for <br />Concrete Software <br />Version 3.4.2512.1 <br /><Figure 2> <br />3. Resulting Anchor Forces <br />Anchor Tension load, <br />Nua (lb) <br />Shear load x, <br />Vuax (lb) <br />Shear load y, <br />Vuay (lb) <br />Shear load combined, <br />√(Vuax)²+(Vuay)² (lb) <br />1 3750.0 0.0 0.0 0.0 <br />Sum 3750.0 0.0 0.0 0.0 <br />Maximum concrete compression strain (‰): 0.00 <br />Maximum concrete compression stress (psi): 0 <br />Resultant tension force (lb): 3750 <br />Resultant compression force (lb): 0 <br />Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 <br />Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 <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 />(MIN. EDGE DISTANCE) <br />46