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Company:Date:6/15/2023 <br />Engineer:Page:4/5 <br />Project: <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 />1 237.5 78.0 79.5 111.4 <br />2 237.5 78.0 79.5 111.4 <br />Sum 475.0 156.0 159.0 222.7 <br />Maximum concrete compression strain (‰): 0.00 <br />Maximum concrete compression stress (psi): 0 <br />Resultant tension force (lb): 475 <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 />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 />10890 0.65 7079 <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 1.770 2002 <br />0.75 Ncbg =0.75 (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)0.75 Ncbg (lb) <br />54.75 28.20 - 1.000 1.000 1.00 1.000 2002 0.65 1895 <br />6. Pullout Strength of Anchor in Tension (Sec. 17.6.3) <br />0.75 Npn =0.75 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 0.75 Npn (lb) <br />1.0 1.00 1235 2500 0.50 0.65 602 <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