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Company:Date:10/29/2025 <br />Engineer:Page:4/5 <br />Project: <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ <br />Software <br />Version 3.0.7947.25 <br />Shear load y, <br />Vuay (lb) <br />Anchor Tension load, <br />Nua (lb) <br />3. Resulting Anchor Forces <br />Shear load combined, <br />√(Vuax)²+(Vuay)² (lb) <br />Shear load x, <br />Vuax (lb) <br />0.01 0.0 87.087.0 <br />198.82 0.0 87.087.0 <br />0.0 174.0Sum198.8 174.0 <br />Maximum concrete compression strain (‰): 0.01 <br />Maximum concrete compression stress (psi): 25 <br />Resultant tension force (lb): 199 <br />Resultant compression force (lb): 199 <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 />Eccentricity of resultant shear forces in x-axis, e'Vx (inch): 0.00 <br />Eccentricity of resultant shear forces in y-axis, e'Vy (inch): 0.00 <br /><Figure 3> <br />4. Steel Strength of Anchor in Tension (Sec. 17.4.1) <br />Nsa (lb)f fNsa (lb) <br />20130 0.65 13085 <br />5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2) <br />Nb = kclaÖf’chef1.5 (Eq. 17.4.2.2a) <br />kc la f’c (psi)hef (in)Nb (lb) <br />17.0 1.00 2500 2.350 3062 <br />fNcb = f (ANc / ANco)Yed,NYc,NYcp,NNb (Sec. 17.3.1 & Eq. 17.4.2.1a) <br />ANc (in2)ANco (in2)ca,min (in)Yed,N Yc,N Ycp,N Nb (lb)f fNcb (lb) <br />49.70 49.70 3.75 1.000 1.00 1.000 3062 0.65 1990 <br />8. Steel Strength of Anchor in Shear (Sec. 17.5.1) <br />Vsa (lb)fgrout f fgroutfVsa (lb) <br />7455 1.0 0.60 4473 <br />9. Concrete Breakout Strength of Anchor in Shear (Sec. 17.5.2) <br />Shear parallel to edge in x-direction: <br />V by = min|7(le / da)0.2ÖdalaÖf’cca11.5; 9laÖf’cca11.5| (Eq. 17.5.2.2a & Eq. 17.5.2.2b) <br />le (in)da (in)la f’c (psi)ca1 (in)Vby (lb) <br />2.35 0.500 1.00 2500 3.75 2449 <br />fVcbgx = f (2)(AVc / AVco)Yec,VYed,VYc,VYh,VVby (Sec. 17.3.1, 17.5.2.1(c) & Eq. 17.5.2.1b) <br />AVc (in2)AVco (in2)Yec,V Yed,V Yc,V Yh,V Vby (lb)f fVcbgx (lb) <br />126.56 63.28 1.000 1.000 1.000 1.000 2449 0.70 6858 <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.