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Company:Date:10/5/2022 <br />Engineer:Page:4/5 <br />Project: <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ <br />Software <br />Version 3.2.2311.2 <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 3300.0 0.0 0.0 0.0 <br />Sum 3300.0 0.0 0.0 0.0 <br />Maximum concrete compression strain (‰): 0.00 <br />Maximum concrete compression stress (psi): 0 <br />Resultant tension force (lb): 3300 <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 />4. Steel Strength of Anchor in Tension (Sec. 17.4.1) <br />Nsa (lb)Nsa (lb) <br />4495 0.75 3371 <br />5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2) <br />Nb = kc a f’chef1.5 (Eq. 17.4.2.2a) <br />kc a f’c (psi)hef (in)Nb (lb) <br />24.0 1.00 2500 6.500 19886 <br />Ncb =(ANc / ANco)ed,N c,N cp,NNb (Sec. 17.3.1 & Eq. 17.4.2.1a) <br />ANc (in2)ANco (in2)ca,min (in)ed,N c,N cp,N Nb (lb)Ncb (lb) <br />144.00 380.25 2.25 0.769 1.00 1.000 19886 0.75 4345 <br />6. Pullout Strength of Anchor in Tension (Sec. 17.4.3) <br />Npn =c,PNp =c,P8Abrgf’c (Sec. 17.3.1, Eq. 17.4.3.1 & 17.4.3.4) <br />c,P Abrg (in2)f’c (psi)Npn (lb) <br />1.0 0.30 2500 0.70 4186 <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 />ADU 1123 Magnolia Ave. <br />Proj. No. 16113.00 09/30/24 <br />47 <br />1123 S Magnolia Ave <br />Unit# 22/19/2025