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Company: Date: 2/17/2023 <br /> llrkr ' Anchor Designer TM Engineer: Page: 2/5 <br /> r 1 , Software Project: <br /> Version 3.2.2309.2 Address: <br /> Phone. <br /> E-mail: <br /> 3.Resultina Anchor Forces <br /> Anchor Tension load, Shear load x, Shear load y, Shear load combined, <br /> Nua(lb) Vuax(lb) Vuay(lb) J(V_)2+(Voay)x(lb) <br /> 1 0.0 1200.0 0.0 1200.0 <br /> Sum 0.0 1200.0 0.0 1200.0 <br /> Maximum concrete compression strain(%o):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 Strenath of Anchor in Shear(Sec.17.7.11 <br /> Vsa(lb) Oyrour 0 O9roo OV-(lb) <br /> 4460 1.0 0.60 2676 <br /> 10 Concrete Prvout Strenath of Anchor in Shear(Sec.17.7.31 <br /> OVcp=OkcpNcb=¢kcp(ANc/ANco)Pea.NTc,N'Ycp.NNb(Sec. 17.5.1.2&Eq.17.7.3.1a) <br /> kcp ANc(in') ANco(In2) Yed,N V,N Vcp.N Nb(I b) 0 OVcp(Ib) <br /> 1.0 28.20 28.20 1.000 1.000 1.000 2193 0.70 1535 <br /> 11.Results <br /> Interaction of Tensile and Shear Forces(Sec.17.81 <br /> Shear Factored Load,Voa(lb) Design Strength,0W(lb) Ratio Status <br /> Steel 1200 2676 0.45 Pass <br /> Pryout 1200 1535 0.78 Pass(Governs) <br /> 318"0 Titen HD,hnom:2.5"(64mm)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 /> 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br /> A13 <br />