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Company:CORE STRUCTURE INC.Date:10/4/2023 <br />Engineer:A.T.Page:4/5 <br />Project:23033 <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ <br />Software <br />Version 3.0.7947.0 <br />Shear load y, <br />Vuay (lb) <br />Anchor Tension load, <br />Nua (lb) <br />3. Resulting Anchor Forces <br />Shear load combined, <br />√(Vuax)²+(Vuay)² (lb) <br />Shear load x, <br />Vuax (lb) <br />1500.01 0.0 0.00.0 <br />1500.02 0.0 0.00.0 <br />0.0 0.0Sum3000.0 0.0 <br />Maximum concrete compression strain (‰): 0.00 <br />Maximum concrete compression stress (psi): 0 <br />Resultant tension force (lb): 3000 <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 /><Figure 3> <br />4. Steel Strength of Anchor in Tension (Sec. 17.4.1) <br />Nsa (lb)f fNsa (lb) <br />13110 0.75 9833 <br />5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2) <br />Nb = kclaÖf’chef1.5 (Eq. 17.4.2.2a) <br />kc la f’c (psi)hef (in)Nb (lb) <br />24.0 1.00 2500 8.000 27153 <br />fNcbg =f (ANc / ANco)Yec,NYed,NYc,NYcp,NNb (Sec. 17.3.1 & Eq. 17.4.2.1b) <br />ANc (in2)ANco (in2)ca,min (in)Yec,N Yed,N Yc,N Ycp,N Nb (lb)f fNcbg (lb) <br />564.00 576.00 7.25 1.000 0.881 1.00 0.665 27153 0.65 10122 <br />6. Adhesive Strength of Anchor in Tension (Sec. 17.4.5) <br />tk,uncr = tk,uncrfshort-termKsat(f’c / 2,500)n <br />tk,uncr (psi)fshort-term Ksat f’c (psi)n tk,uncr (psi) <br />2162 1.00 1.00 2500 0.35 2162 <br />Nba = l atuncrpdahef (Eq. 17.4.5.2) <br />l a tuncr (psi)da (in)hef (in)Nba (lb) <br />1.00 2162 0.63 10.000 42451 <br />fNag = f (ANa / ANa0)Yec,NaYed,NaYcp,NaNba (Sec. 17.3.1 & Eq. 17.4.5.1b) <br />ANa (in2)ANa0 (in2)cNa (in)ca,min (in)Yec,Na Yed,Na Ycp,Na Nba(lb)f fNag (lb) <br />411.82 307.10 8.76 7.25 1.000 0.948 0.388 42451 0.65 13622 <br />5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc. <br />Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. <br />46 <br />1430 E Edinger Ave <br />3/27/2025