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Company:BWE Date:2/11/2026 <br />Engineer:JD Page:4/5 <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 />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 0.0 33.3 0.0 33.3 <br />2 0.0 33.3 0.0 33.3 <br />3 987.0 33.3 0.0 33.3 <br />4 987.0 33.3 0.0 33.3 <br />Sum 1974.0 133.0 0.0 133.0 <br />Maximum concrete compression strain (‰): 0.21 <br />Maximum concrete compression stress (psi): 922 <br />Resultant tension force (lb): 1974 <br />Resultant compression force (lb): 1974 <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. 17.6.1) <br />Nsa (lb)Nsa (lb) <br />5195 0.65 3377 <br />5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.6.2) <br />Nb = kc a f’chef1.5 (Eq. 17.6.2.2.1) <br />kc a f’c (psi)hef (in)Nb (lb) <br />17.0 1.00 2500 1.940 2297 <br />Ncbg =(ANc / ANco)ec,N ed,N c,N cp,NNb (Sec. 17.5.1.2 & Eq. 17.6.2.1a) <br />ANc (in2)ANco (in2)ca,min (in)ec,N ed,N c,N cp,N Nb (lb)Ncbg (lb) <br />57.15 33.87 - 1.000 1.000 1.00 1.000 2297 0.65 2519 <br />6. Pullout Strength of Anchor in Tension (Sec. 17.6.3) <br />Npn =c,P aNp(f’c /2,500)n (Sec. 17.5.1.2, Eq. 17.6.3.1 & Code Report) <br />c,P a Np (lb)f’c (psi)n Npn (lb) <br />1.0 1.00 1905 2500 0.50 0.65 1238 <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 />10