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Company:Date:2/22/2023 <br />Engineer:Page:4/5 <br />Project: <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ for <br />Concrete Software <br />Version 3.3.2404.1 <br />4. Steel Strength of Anchor in Tension (Sec. 17.6.1) <br />Nsa (lb)f fNsa (lb) <br />40080 0.75 30060 <br />5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.6.2) <br />Nb = 16laÖf’chef5/3 (Eq. 17.6.2.2.1) <br />la f’c (psi)hef (in)Nb (lb) <br />1.00 2500 24.000 159750 <br />fNcbg =f (ANc / ANco)Yec,NYed,NYc,NYcp,NNb (Sec. 17.5.1.2 & Eq. 17.6.2.1a) <br />ANc (in2)ANco (in2)ca,min (in)Yec,N Yed,N Yc,N Ycp,N Nb (lb)f fNcbg (lb) <br />6930.56 5184.00 -1.000 1.000 1.25 1.000 159750 0.70 186876 <br />6. Pullout Strength of Anchor in Tension (Sec. 17.6.3) <br />fNpn = fYc,PNp = fYc,P8A brgf’c (Sec. 17.5.1.2, Eq. 17.6.3.1 & 17.6.3.2.2a) <br />Yc,P Abrg (in2)f’c (psi)f fNpn (lb) <br />1.4 3.53 2500 0.70 69266 <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