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SW LINE B EPDXY CALC <br /> ` Anchor De$ignerTM Company: Date: 10/18/2023 <br /> Engineer: I Page. 4/5 <br /> Software Project: <br /> -i Version 3.2.2309.2 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) V=(Ib) Vuay(lb) V(Vuax)Z+(Vuay)2(lb) <br /> 1 3411.0 0.0 0.0 0,0 <br /> Sum 3411.0 0.0 0.0 0.0 <br /> Maximum concrete compression strain(%o):0.00 <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(lb):3411 <br /> Resultant compression force(Ib):0 <br /> Eccentricity of resultant tension forces in x-axis,e'N, (inch):0.00 <br /> Eccentricity of resultant tension forces in y-axis,e'rNy(inch):0.00 <br /> 4.Steel Strength of Anchor in Tension(Sec.17.4 11 <br /> Nsa(lb) 0 ONsa(lb) <br /> 13110 0.75 9833 <br /> 5.Concrete Breakout Strength of Anchor in Tension Sec, 17.4-2 <br /> Nb=kcA.Nlf chW-5(Eq.17.4.2.2a) <br /> kc Aa fc(psi) her(in) Nb(lb) <br /> 17.0 1.00 3000 6.000 13685 <br /> 0.75ONeb=0.750(ANcI ANco)'Nd,NW.N'Fcp,NNb(Sec. 17.3.1&Eq.17.4.2.1a) <br /> ANe(in2) AN.(in2 ca,m,n(in) Vjed.N TU.N Tcp,N Nb(lb) 0 0.75^b(lb) <br /> 207.00 324.00 3.00 0.300 1.00 1.000 13685 0.65 3410 <br /> G.Adhesive Strength of Anchor in Tension Sec.17.4.5 <br /> tk,er=rk,erfshort-ie.Ksw(fc/2,500)IaAr.ais <br /> Zkcr(psi) fshvr-te" Ksat amseis fc(psi) n Aca(psi) <br /> 1356 1.00 1.00 1.00 3000 0.24 1417 <br /> Nba=A.a rcr7£dohef(Eq.17.4.5.2) <br /> Aa rcr(psi) da(in) har(in) Nba(lb) <br /> 1,00 1417 0.63 12.000 33379 <br /> 0.75r6Na=0.750(ANa/ANso)F.d,NaVcajvaNba(Sec. 17.3.1 &Eq.17.4.5.1a) <br /> AN.(in2) ANao(in2) ova(in) ca,min(in) V'ad,Ne 'Yp,Na Nao(Ib) 0 0.75^(lb) <br /> 200.10 307,10 8.76 3.00 0.803 1.000 33379 0.65 8511 <br /> __ ..... <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> Cim^_or a;rergg-Tie Corrpan, inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94558 Phone:925.560.9000 Fax:925.947.3871 www.strongbe.com <br />