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SIMPSON Anchor Designer TM Company: City of Everett Date: 4/20/2020 <br /> Engineer: Randy Loveless, P.E. Page: 4/6 <br /> qt .,�, Software Project: Water Main Repair-WSDOT Bridge 5/645W <br /> Version 2.9.7376.1 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(Ib) Wax(Ib) Vuay(Ib) 1i(Vuax)2+(Vuay)2(Ib) <br /> 1 1000.0 1000.0 250.0 1030.8 <br /> 2 1000.0 1000.0 250.0 1030.8 <br /> Sum 2000.0 2000.0 500.0 2061.6 <br /> Maximum concrete compression strain(%a):0.00 <Figure 3> <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(Ib):2000 <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 may ) ____ 02 <br /> Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 �l 1T <br /> 4.Steel Strength of Anchor in Tension(Sec.17.4.11 <br /> Nsa(Ib) 0 tbNsa(Ib) <br /> 35150 0.75 26363 <br /> 5.Concrete Breakout Strength of Anchor in Tension(Sec.17.4.2) <br /> Nb=kc la"Jfcher7.5(Eq. 17.4.2.2a) <br /> kc A.a Is(psi) her(in) Nb(Ib) <br /> 24.0 1.00 5000 5.000 18974 <br /> 0.75�Ncbg=0.75�(ANc/ANco)rPec,N¶Ped,N-c,NrWcp,NNb(Sec. 17.3.1 &Eq. 17.4.2.1b) <br /> ANC(in2) ANco(in2) Ca,min(in) Tec,N Ved,N rJc,N Pcp,N Nb(Ib) ¢ 0.750Ncbg(Ib) <br /> 420.00 225.00 24.00 1.000 1.000 1.00 1.000 18974 0.65 17266 <br /> 6.Adhesive Strength of Anchor in Tension(Sec.17.4.5) <br /> Tk,uncr=Tk,uncrfshort-termKsataNseis <br /> Tk,uncr(psi) fshod-term Ksat aN.seis Tk,uncr(psi) <br /> 790 1.00 1.00 0.92 727 <br /> Nba=Aaruncr.'rdaher(Eq. 17.4.5.2) <br /> A a Tuner(psi) da(in) he(in) Nba(Ib) <br /> 1.00 727 1.00 5.000 11417 <br /> 0.750Nag=0.75.0(ANa/ANao)4ec,Na Ped,Na r-cp,NaNba(Sec. 17.3.1 &Eq. 17.4.5.1 b) <br /> ANa(in2) ANao(in2) CNa(in) Ca,rnin(in) Pec,Na 1Ped,Na Wcp,Na Nba(lb) !t 0.750Nag(lb) <br /> 507.61 287.27 8.47 24.00 1.000 1.000 1.000 11417 0.65 9834 <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 />