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Company:DOTec Corp.Date:4/5/2023 <br />Engineer:AG Page:4/6 <br />Project:TERA WRAY <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 />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 />203.01 599.0 750.2451.6 <br />198.32 651.0 792.3451.6 <br />252.43 651.0 823.0503.6 <br />246.34 599.0 775.9493.2 <br />2500.0 1900.0Sum900.0 3141.4 <br />Maximum concrete compression strain (‰): 0.00 <br />Maximum concrete compression stress (psi): 0 <br />Resultant tension force (lb): 900 <br />Resultant compression force (lb): 0 <br />Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.01 <br />Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.49 <br />Eccentricity of resultant shear forces in x-axis, e'Vx (inch): 0.24 <br />Eccentricity of resultant shear forces in y-axis, e'Vy (inch): 0.18 <br /><Figure 3> <br />4. Steel Strength of Anchor in Tension (Sec. 17.4.1) <br />Nsa (lb)Nsa (lb) <br />19070 0.75 14303 <br />5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2) <br />Nb = kc a f’chef1.5 (Eq. 17.4.2.2a) <br />kc a f’c (psi)hef (in)Nb (lb) <br />24.0 1.00 3000 3.000 6831 <br />Ncbg =(ANc / ANco)ec,N ed,N c,N cp,NNb (Sec. 17.3.1 & Eq. 17.4.2.1b) <br />ANc (in2)ANco (in2)ca,min (in)ec,N ed,N c,N cp,N Nb (lb)Ncbg (lb) <br />315.00 81.00 14.00 0.900 1.000 1.00 1.000 6831 0.65 15534 <br />6. Pullout Strength of Anchor in Tension (Sec. 17.4.3) <br />Npn =c,P aNp(f’c /2,500)n (Sec. 17.3.1, Eq. 17.4.3.1 & Code Report) <br />c,P a Np (lb)f’c (psi)n Npn (lb) <br />1.0 1.00 5975 3000 0.50 0.65 4254 <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 42 of 44 <br />3201 S Halladay St <br />5/5/2025