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Company:Date:2/17/2023 <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 5645.0 0.0 0.0 0.0 <br />Sum 5645.0 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): 5645 <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. 17.6.1) <br />Nsa (lb)Nsa (lb) <br />13110 0.75 9833 <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 12.500 37565 <br />Ncb =(ANc / ANco)ed,N c,N cp,NNb (Sec. 17.5.1.2 & Eq. 17.6.2.1a) <br />ANc (in2)ANco (in2)ca,min (in)ed,N c,N cp,N Nb (lb)Ncb (lb) <br />450.00 1406.25 2.50 0.740 1.00 1.000 37565 0.65 5782 <br />6. Adhesive Strength of Anchor in Tension (Sec. 17.6.5) <br />k,cr =k,crfshort-termKsat(f’c /2,500)n <br />k,cr (psi)fshort-term Ksat f’c (psi)n k,cr (psi) <br />1356 1.00 1.00 2500 0.24 1356 <br />Nba =a cr dahef (Eq. 17.6.5.2.1) <br />a cr (psi)da (in)hef (in)Nba (lb) <br />1.00 1356 0.63 12.500 33281 <br />Na =(ANa / ANa0)ed,Na cp,NaNba (Sec. 17.5.1.2 & Eq. 17.6.5.1a) <br />ANa (in2)ANa0 (in2)cNa (in)ca,min (in)ed,Na cp,Na Nba (lb)Na (lb) <br />197.36 307.10 8.76 2.50 0.786 1.000 33281 0.65 10922 <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 />67