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SIMPSON Anchor Designer TM Company: Date: 10/31/2022 <br /> Engineer: Page: 4/5 <br /> Strong-Tie Software Project: <br /> Version 3.0.7947.0 Address: <br /> Phone: <br /> E-mail: <br /> 3.Resulting Anchor Forces <br /> Anchor Tension load, Shear load x, Shear load y, Shear load combined, <br /> Nua(lb) V.(lb) Vuay(lb) J(Vuax)2+(Vuay)2(Ib) <br /> 1 0.0 146.3 171.3 225.3 <br /> 2 0.0 103.7 171.3 200.3 <br /> 3 0.0 103.7 128.7 165.2 <br /> 4 0.0 146.3 128.7 194.9 <br /> Sum 0.0 500.0 600.0 785.7 <br /> Maximum concrete compression strain(%e):0.05 <br /> Maximum concrete compression stress(psi):211 <br /> Resultant tension force(Ib):0 <br /> Resultant compression force(Ib): 15200 <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):0.59 <br /> Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.71 <br /> 8.Steel Strength of Anchor in Shear(Sec.17.5.11 <br /> Vsa(Ib) Ogrout 0 OgrouttVse(Ib) <br /> 9930 1.0 0.65 6455 <br /> 10.Concrete Pryout Strength of Anchor in Shear(Sec.17.5.31 <br /> gVopg=q$kcpNcag=Okcp(ANc/ANco)Wec,N Ted N Wc,N Wcp,NNb(Sec. 17.3.1 &Eq. 17.5.3.1 b) <br /> kcp ANc(in2) ANco(in2) Wec,N Wed,N 9%,N Wcp,N Nb(Ib) 0 gVcpg(lb) <br /> 2.0 272.25 68.06 0.745 1.000 1.000 1.000 3876 0.70 16177 <br /> 11.Results <br /> 11.Interaction of Tensile and Shear Forces(Sec.D.7)? <br /> Shear Factored Load,Vua(Ib) Design Strength,0Vn(Ib) Ratio Status <br /> Steel 225 6455 0.03 Pass <br /> Pryout 781 16177 0.05 Pass(Governs) <br /> 5/8"0 CS Strong-Bolt 2,hnom:3.375"(86mm)meets the selected design criteria. <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 /> 40/81 <br />