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Company:Date:9/15/2023 <br />Engineer:Page:5/6 <br />Project: <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ for <br />Concrete Software <br />Version 3.3.2403.1 <br />8. Steel Strength of Anchor in Shear (Sec. 17.7.1) <br />Vsa (lb)grout grout Vsa (lb) <br />10760 1.0 0.65 6994 <br />9. Concrete Breakout Strength of Anchor in Shear (Sec. 17.7.2) <br />Shear perpendicular to edge in y-direction: <br />Vby =min|7(le / da)0.2 da a f’cca11.5; 9 a f’cca11.5| (Eq. 17.7.2.2.1a & Eq. 17.7.2.2.1b) <br />le (in)da (in)a f’c (psi)ca1 (in)Vby (lb) <br />4.50 0.625 1.00 2500 19.00 34010 <br />Vcbgy =(AVc / AVco)ec,V ed,V c,V h,VVby (Sec. 17.5.1.2 & Eq. 17.7.2.1b) <br />AVc (in2)AVco (in2)ec,V ed,V c,V h,V Vby (lb)Vcbgy (lb) <br />330.75 1624.50 1.000 0.787 1.000 1.780 34010 0.70 6787 <br />Shear perpendicular to edge in x-direction: <br />Vbx =min|7(le / da)0.2 da a f’cca11.5; 9 a f’cca11.5| (Eq. 17.7.2.2.1a & Eq. 17.7.2.2.1b) <br />le (in)da (in)a f’c (psi)ca1 (in)Vbx (lb) <br />4.50 0.625 1.00 2500 8.25 9731 <br />Vcbgx =(AVc / AVco)ec,V ed,V c,V h,VVbx (Sec. 17.5.1.2 & Eq. 17.7.2.1b) <br />AVc (in2)AVco (in2)ec,V ed,V c,V h,V Vbx (lb)Vcbgx (lb) <br />827.55 306.28 0.697 1.000 1.000 1.173 9731 0.70 15047 <br />Shear parallel to edge in x-direction: <br />Vby =min|7(le / da)0.2 da a f’cca11.5; 9 a f’cca11.5| (Eq. 17.7.2.2.1a & Eq. 17.7.2.2.1b) <br />le (in)da (in)a f’c (psi)ca1 (in)Vby (lb) <br />4.50 0.625 1.00 2500 8.25 9731 <br />Vcbgx =(2)(AVc / AVco)ec,V ed,V c,V h,VVby (Sec. 17.5.1.2, 17.7.2.1(c) & Eq. 17.7.2.1b) <br />AVc (in2)AVco (in2)ec,V ed,V c,V h,V Vby (lb)Vcbgx (lb) <br />827.55 306.28 1.000 1.000 1.000 1.173 9731 0.70 43163 <br />Shear parallel to edge in y-direction: <br />Vbx =min|7(le / da)0.2 da a f’cca11.5; 9 a f’cca11.5| (Eq. 17.7.2.2.1a & Eq. 17.7.2.2.1b) <br />le (in)da (in)a f’c (psi)ca1 (in)Vbx (lb) <br />4.50 0.625 1.00 2500 10.50 13972 <br />Vcbgy =(2)(AVc / AVco)ec,V ed,V c,V h,VVbx (Sec. 17.5.1.2, 17.7.2.1(c) & Eq. 17.7.2.1b) <br />AVc (in2)AVco (in2)ec,V ed,V c,V h,V Vbx (lb)Vcbgy (lb) <br />432.00 496.13 1.000 1.000 1.000 1.323 13972 0.70 22532 <br />10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.7.3) <br />Vcp =kcpNcb =kcp(ANc / ANco)ed,N c,N cp,NNb (Sec. 17.5.1.2 & Eq. 17.7.3.1a) <br />kcp ANc (in2)ANco (in2)ed,N c,N cp,N Nb (lb)Vcp (lb) <br />2.0 182.25 182.25 1.000 1.000 1.000 8114 0.70 11360 <br />11. Results <br />Interaction of Tensile and Shear Forces (Sec. 17.8) <br />Tension Factored Load, Nua (lb)Design Strength, øNn (lb)Ratio Status <br />Steel 422 13448 0.03 Pass <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 />2621 S Birch St - 101119515 & <br />20182981 <br />7/24/2024