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Company:Date:9/15/2023 <br />Engineer:Page:4/6 <br />Project: <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ for <br />Concrete Software <br />Version 3.3.2403.1 <br />Maximum concrete compression strain (‰): 0.01 <br />Maximum concrete compression stress (psi): 29 <br />Resultant tension force (lb): 1678 <br />Resultant compression force (lb): 4784 <br />Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.10 <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 />17930 0.75 13448 <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 4.500 8114 <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 />729.00 182.25 8.25 0.986 1.000 1.00 1.000 8114 0.65 20800 <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 6545 2500 0.40 0.65 4254 <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 />2621 S Birch St - 101119515 & <br />20182981 <br />7/24/2024