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Company:BWE Date:2/11/2026 <br />Engineer:JD Page:5/5 <br />Project:Nothing Bundt Cakes Santa Ana <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ <br />Software <br />Version 3.1.2303.1 <br />8. Steel Strength of Anchor in Shear (Sec. 17.7.1) <br />Vsa (lb)grout grout Vsa (lb) <br />2020 1.0 0.60 1212 <br />10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.7.3) <br />Vcpg =kcpNcbg =kcp(ANc / ANco)ec,N ed,N c,N cp,NNb (Sec. 17.5.1.2 & Eq. 17.7.3.1b) <br />kcp ANc (in2)ANco (in2)ec,N ed,N c,N cp,N Nb (lb)Vcpg (lb) <br />1.0 81.70 33.87 1.000 1.000 1.000 1.000 2297 0.70 3878 <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 987 3377 0.29 Pass <br />Concrete breakout 1974 2519 0.78 Pass <br />Pullout 987 1238 0.80 Pass (Governs) <br />Shear Factored Load, Vua (lb)Design Strength, øVn (lb)Ratio Status <br />Steel 33 1212 0.03 Pass <br />Pryout 133 3878 0.03 Pass (Governs) <br />Interaction check Nua/Nn Vua/Vn Combined Ratio Permissible Status <br />Sec. 17.8.1 0.80 0.00 79.7% 1.0 Pass <br />1/4"Ø Titen HD, hnom:2.5" (64mm) meets the selected design criteria. <br />12. Warnings <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 />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 />11