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Company:Date:7/22/2024 <br />Engineer:Page:4/5 <br />Project: <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 />0.01 3882.0 3882.00.0 <br />3882.0 0.0Sum0.0 3882.0 <br />Maximum concrete compression strain (‰): 0.00 <br />Maximum concrete compression stress (psi): 0 <br />Resultant tension force (lb): 0 <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 />Eccentricity of resultant shear forces in x-axis, e'Vx (inch): 0.00 <br />Eccentricity of resultant shear forces in y-axis, e'Vy (inch): 0.00 <br />8. Steel Strength of Anchor in Shear (Sec. 17.5.1) <br />Vsa (lb)fgrout f fgroutfVsa (lb) <br />16740 1.0 0.65 10881 <br />9. Concrete Breakout Strength of Anchor in Shear (Sec. 17.5.2) <br />Shear perpendicular to edge in x-direction: <br />V bx = 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)Vbx (lb) <br />5.00 0.625 1.00 2500 8.00 9490 <br />fV cbx =f (A Vc / A Vco)Yed,VYc,VYh,VV bx (Sec. 17.3.1 & Eq. 17.5.2.1a) <br />AVc (in2)AVco (in2)Yed,V Yc,V Yh,V Vbx (lb)f fVcbx (lb) <br />204.00 288.00 0.825 1.000 1.000 9490 0.70 3882 <br />Shear parallel to edge in y-direction: <br />V bx = 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)Vbx (lb) <br />5.00 0.625 1.00 2500 5.00 4689 <br />fV cby =f (2)(A Vc / A Vco)Yed,VYc,VYh,VV bx (Sec. 17.3.1, 17.5.2.1(c) & Eq. 17.5.2.1a) <br />AVc (in2)AVco (in2)Yed,V Yc,V Yh,V Vbx (lb)f fVcby (lb) <br />86.25 112.50 1.000 1.000 1.000 4689 0.70 5033 <br />10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.3) <br />fVcp = f min|kcpNa ; kcpNcb| = f min|kcp(ANa / ANa0)Yed,NaYcp,NaNba ; kcp(ANc / ANco)Yed,NYc,NYcp,NNb| (Sec. 17.3.1 & Eq. 17.5.3.1a) <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 />Page 32 <br />2701 W McFadden Ave <br />#F-I2/6/2025