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EMEMAnchor DesignerTm Company: I Date: 191112017 <br /> Engineer: Page: 1314 <br /> Software <br /> Cr M Version 2.5.6326.16 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) Vu"(lb) Vuay(tb) 4(V.)1-(Vu.y)=(tb) <br /> 1 300.0 0.0 940.0 940.0 <br /> Sum 300.0 0.0 940.0 940.0 <br /> Maximum concrete compression strain(%o):0.00 <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(ib):300 <br /> Resultant compression force(lb):0 <br /> Eccentricity of resultant tension forces in x-axis,e'W(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 /> 4 I Stren th of Anchor in Tension c.D.5.1 <br /> N.(lb) 0 ON..(lb) <br /> 19070 0.80 15256 <br /> Concrete r Strength of Anchor in Tension .D.5.2 <br /> Nb=ke 4Fchaf'-s(Eq.D-6) <br /> ke AS F�(psi) hr(in) Nb(lb) <br /> 1/.0 1.00 3000 2.750 4246 <br /> 0.750N„b=0.750(Aye/Am.)IF-dyWwNWgzNNb(Sec.D.4.1&Eq.D-3) <br /> Am(In2) AmD Ont c..,tr,(in) Wavy Km !FcAty Nb(lb) 0 0.750Nm(lb) <br /> 68.06 68.06 - 1.000 1.00 1.000 4246 0.75 2389 <br /> 6.Pullout Streng1h of Anchor in Tension{Sec.D.5.3) <br /> 0.750N,=0.75OW,,Pt.Np(Fc/2,500)0(Sec.D.4.1,Eq.D-13&Code Report) <br /> Wc,a .1a Np(lb) F�(psi) n 0 0.750N,(lb) <br /> 1.0 1.00 3877 3000 0.50 0.75 2389 <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> Simi-son Strong-lie Comperiy Inc. 5956 W.Las Posltas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br />