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• • <br /> SIMPSON'` Anchor DesignerTM Company: 1 Date: 3/24/2023 <br /> _Engineer: Page: 4/5 <br /> Software Project: <br /> Version 3.1.2303.1 Address:Phone: <br /> E-mail: <br /> 3.Resulting Anchor Forces <br /> Anchor Tension load, Shear load x, Shear load y, Shear load combined, <br /> Nua(Ib) Vuax(lb) Vuay(Ib) N/(Vuax)2+(Vuay)2(lb) <br /> 1 0.0 0.0 2745.0 2745.0 <br /> 2 0.0 0.0 2745.0 2745.0 <br /> Sum 0.0 0.0 5490.0 5490.0 <br /> Maximum concrete compression strain(%o):0.00 <Figure 3> <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(Ib):0 <br /> Resultant compression force(Ib):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 /> 01 <br /> 8.Steel Strength of Anchor in Shear(Sec.17.5.11 <br /> Vsa(Ib) tgrout tgrout0Vsa(lb) <br /> 10000 1.0 0.60 6000 <br /> 10.Concrete Pryout Strength of Anchor in Shear(Sec.17.5.3) <br /> /Vcpg=OkcpN°bg= Ok°p(ANc/ANC»)Vec,N WEAN Vjc,N Vcp,NNb(Sec. 17.3.1 &Eq. 17.5.3.1 b) <br /> kcp ANc(in2) ANc°(in2) nc,N PedN `Yc,N tycp,N Nb(Ib) tb 9514,09(lb) <br /> 2.0 165.71 131.33 1.000 1.000 1.000 1.000 6346 0.70 11211 <br /> 11.Results <br /> Interaction of Tensile and Shear Forces(Sec,17.61 <br /> Shear Factored Load,V.(Ib) Design Strength,aVu(lb) Ratio Status <br /> Steel 2745 6000 0.46 Pass <br /> Pryout 5490 11211 0.49 Pass(Governs) <br /> 5/8"0 Titen HD, hnom:5"(127mm)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 /> �r� <br />