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Company:DOTec Corp.Date:4/5/2023 <br />Engineer:AG Page:5/6 <br />Project:TERA WRAY <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)grout grout Vsa (lb) <br />11035 1.0 0.65 7173 <br />9. Concrete Breakout Strength of Anchor in Shear (Sec. 17.5.2) <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. 17.5.2.2a & Eq. 17.5.2.2b) <br />le (in)da (in)a f’c (psi)ca1 (in)Vby (lb) <br />3.00 0.625 1.00 3000 14.00 21729 <br />Vcbgy =(AVc / AVco)ec,V ed,V c,V h,VVby (Sec. 17.3.1 & Eq. 17.5.2.1b) <br />AVc (in2)AVco (in2)ec,V ed,V c,V h,V Vby (lb)Vcbgy (lb) <br />312.00 882.00 0.987 1.000 1.400 1.871 21729 0.70 13911 <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. 17.5.2.2a & Eq. 17.5.2.2b) <br />le (in)da (in)a f’c (psi)ca1 (in)Vbx (lb) <br />3.00 0.625 1.00 3000 24.00 48771 <br />Vcbgy =(2)(AVc / AVco)ec,V ed,V c,V h,VVbx (Sec. 17.3.1, 17.5.2.1(c) & Eq. 17.5.2.1b) <br />AVc (in2)AVco (in2)ec,V ed,V c,V h,V Vbx (lb)Vcbgy (lb) <br />480.00 2592.00 1.000 1.000 1.400 2.449 48771 0.70 43361 <br />10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.3) <br />Vcpg =kcpNcbg =kcp(ANc / ANco)ec,N ed,N c,N cp,NNb (Sec. 17.3.1 & Eq. 17.5.3.1b) <br />kcp Nc (in2)ANco (in2)ec,N ed,N c,N cp,N Nb (lb)Vcpg (lb) <br />2.0 315.00 81.00 0.912 1.000 1.000 1.000 6831 0.70 33919 <br />11. Results <br />Interaction of Tensile and Shear Forces (Sec. 17.6.) <br />Tension Factored Load, Nua (lb)Design Strength, øNn (lb)Ratio Status <br />Steel 252 14303 0.02 Pass <br />Concrete breakout 900 15534 0.06 Pass <br />Pullout 252 4254 0.06 Pass (Governs) <br />Shear Factored Load, Vua (lb)Design Strength, øVn (lb)Ratio Status <br />Steel 823 7173 0.11 Pass <br />T Concrete breakout y+ 1900 13911 0.14 Pass (Governs) <br />|| Concrete breakout y+ 2500 43361 0.06 Pass (Governs) <br />Pryout 3140 33919 0.09 Pass <br />Interaction check Nua/Nn Vua/Vn Combined Ratio Permissible Status <br />Sec. 17.6..2 0.00 0.14 13.7% 1.0 Pass <br />5/8"Ø CS Strong-Bolt 2, hnom:3.625" (92mm) 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 />Page 43 of 44 <br />3201 S Halladay St <br />5/5/2025