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Company:Date:8/16/2024 <br />Engineer:A.T.Page:5/6 <br />Project:23033/TRASH ENCLOSURE <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ <br />Software <br />Version 3.0.7947.0 <br />8. Steel Strength of Anchor in Shear (Sec. 17.5.1) <br />Vsa (lb)fgrout f fgroutfVsa (lb) <br />11975 0.8 0.65 6227 <br />9. Concrete Breakout Strength of Anchor in Shear (Sec. 17.5.2) <br />Shear perpendicular to edge in y-direction: <br />V by = min|8(le / da)0.2ÖdalaÖf’cca11.5; 9laÖf’cca11.5| (Eq. D-35 & Eq. D-34) <br />le (in)da (in)la f’c (psi)ca1 (in)Vby (lb) <br />4.00 0.500 1.00 2500 6.00 6301 <br />fVcbgy = f (AVc / AVco)Yec,VYed,VYc,VYh,VVby (Sec. 17.3.1 & Eq. 17.5.2.1b) <br />AVc (in2)AVco (in2)Yec,V Yed,V Yc,V Yh,V Vby (lb)f fVcbgy (lb) <br />72.00 162.00 1.000 0.767 1.000 1.000 6301 0.75 1610 <br />Shear parallel to edge in x-direction: <br />V by = min|7(le / da)0.2ÖdalaÖf’cca11.5; 9laÖf’cca11.5| (Eq. 17.5.2.2a & Eq. 17.5.2.2b) <br />le (in)da (in)la f’c (psi)ca1 (in)Vby (lb) <br />4.00 0.500 1.00 2500 2.00 1061 <br />fVcbgx = f (2)(AVc / AVco)Yec,VYed,VYc,VYh,VVby (Sec. 17.3.1, 17.5.2.1(c) & Eq. 17.5.2.1b) <br />AVc (in2)AVco (in2)Yec,V Yed,V Yc,V Yh,V Vby (lb)f fVcbgx (lb) <br />27.00 18.00 1.000 1.000 1.000 1.000 1061 0.75 2387 <br />10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.3) <br />fV cpg = fkcpNcbg = fkcp(A Nc / A Nco)Yec,NYed,NYc,NYcp,NNb (Sec. 17.3.1 & Eq. 17.5.3.1b) <br />kcp ANc (in2)ANco (in2)Yec,N Yed,N Yc,N Ycp,N Nb (lb)f fVcpg (lb) <br />2.0 64.00 16.00 1.000 1.000 1.000 1.000 1848 0.70 10346 <br />11. Results <br />Interaction of Tensile and Shear Forces (Sec. R17.6) <br />Tension Factored Load, Nua (lb)Design Strength, øNn (lb)Ratio Status <br />Steel 2318 8981 0.26 Pass <br />Pullout 2318 8246 0.28 Pass (Governs) <br />Shear Factored Load, Vua (lb)Design Strength, øVn (lb)Ratio Status <br />Steel 329 6227 0.05 Pass <br />T Concrete breakout y+1316 1610 0.82 Pass (Governs) <br />|| Concrete breakout x+658 2387 0.28 Pass (Governs) <br />Pryout 1316 10346 0.13 Pass <br />Interaction check (Nua/ɸNua)5/3 (Vua/ɸVua)5/3 Combined Ratio Permissible Status <br />Sec. R17.6 0.12 0.71 83.5%1.0 Pass <br />1/2"Ø AWS Type A Headed Stud with hef = 4.000 inch meets the selected design criteria. <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 />22 <br />1430 E Edinger Ave <br />3/27/2025