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Company:Date:10/29/2025 <br />Engineer:Page:5/5 <br />Project: <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ <br />Software <br />Version 3.0.7947.25 <br />10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.3) <br />fV cpg = fkcpNcbg = fkcp(A Nc / A Nco)Yec,NYed,NYc,NYcp,NNb (Sec. 17.3.1 & Eq. 17.5.3.1b) <br />kcp ANc (in2)ANco (in2)Yec,N Yed,N Yc,N Ycp,N Nb (lb)f fVcpg (lb) <br />1.0 99.41 49.70 1.000 1.000 1.000 1.000 3062 0.70 4287 <br />11. Results <br />Interaction of Tensile and Shear Forces (Sec. 17.6.) <br />Tension Factored Load, Nua (lb)Design Strength, øNn (lb)Ratio Status <br />Steel 199 13085 0.02 Pass <br />Concrete breakout 199 1990 0.10 Pass (Governs) <br />Shear Factored Load, Vua (lb)Design Strength, øVn (lb)Ratio Status <br />Steel 87 4473 0.02 Pass <br />|| Concrete breakout x-174 6858 0.03 Pass <br />Pryout 174 4287 0.04 Pass (Governs) <br />Interaction check Nua/fNn Vua/fVn Combined Ratio Permissible Status <br />Sec. 17.6..1 0.10 0.00 10.0%1.0 Pass <br />1/2"Ø Titen HD, hnom:3.25" (83mm) 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 />5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc. <br />Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.