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12 of 14 <br /> SIMPSON Anchor DesignerTM Company: Date: 6/1/2020 <br /> Engineer: Page: 4/5 <br /> Strong-Tie Software Project: <br /> Version 2.8.7094.2 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 /> N.(Ib) V.(Ib) Vu.y(Ib) 4(Vu)2+(V.r)2(lb) <br /> 1 1930.0 0.0 0.0 0.0 <br /> Sum 1930.0 0.0 0.0 0.0 <br /> Maximum concrete compression strain(alto):0.00 <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(Ib):1930 <br /> Resultant compression force(Ib):0 <br /> Eccentricity of resultant tension forces in x-axis,e'ra((inch):0.00 <br /> Eccentricity of resultant tension forces in y-axis,e'ry(inch):0.00 <br /> 4.Steel Strength of Anchor in Tension(Sec.17.4.1) <br /> NNa(Ib) 4 #Ns.(Ib) <br /> 14200 0.75 10650 <br /> 5.Concrete Breakout Strength of Anchor in Tension(Sec.17.4.21 <br /> Nb=kcAa"Ifche► 5(Eq.17.4.2.2a) <br /> kc .i. fc(psi) he(in) Nb(Ib) <br /> 17.0 1.00 2500 2.750 3876 <br /> aNcb=d(Aft/AN.)1.aNWc,N Tcp,NNb(Sec. 17.3.1&Eq. 17.4.2.1 a) <br /> AN.(in2) ANoo(in2) c.,min(in) if'FN 'cp,N Nb(lb) 4 ON.(lb) <br /> 49.50 68.06 3.00 0.918 1.00 1.000 3876 0.65 1683 <br /> B.Adhesive Strength of Anchor in Tension(Sec.17.4.5) <br /> ska=skafshost-t.rmKaat(fc/2,500)" <br /> ik.a(psi) fsno t.term Kew fc(psi) n nc,a(psi) <br /> 1402 1.00 1.00 2500 0.24 1402 <br /> Nb.=a..rand.het(Eq.17.4.5.2) <br /> ii.. sa(psi) de(in) he(in) Nbe(Ib) <br /> 1.00 1402 0.50 2.750 6056 <br /> #N.= (ANe/ANao)Wed No Wcp,N.Nba(Sec. 17.3.1 &Eq.17.4.5.1 a) <br /> AN.(in2) ANao(in2) CND(in) ca.mM(in) Y'.d,N. Nb.(Ib) 0 ONa(Ib) <br /> 86.00 205.45 7.17 3.00 0.826 1.000 6056 0.45 942 <br /> �Naust=0.550Nb.(Eq.17.3.1.2) <br /> Nb.(lb) 4Nsust(Ib) <br /> 0.45 6056 1499 <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> rp;o :t,c .,-T ,,rnpan,v 1,1, 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br />