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c <br /> SIMPSON Anchor DesignerTM Company: Date: 10/27/2021 <br /> Engineer IVIPM Page: 4/5 <br /> Software Project: <br /> ' , Version 2.7.6990.13 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 /> Naa(Ib) Vure(lb) Vuar(Ib) N,ux)2+(yuuv)2(Ib) <br /> 1 600.0 0.0 0.0 0.0 <br /> Sum 600.0 0.0 0.0 0.0 <br /> Maximum concrete compression strain(`foci):0.00 <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(lb):600 <br /> Resultant compression force(lb):0 <br /> Eccentricity of resultant tension forces in x-axis,dn.(inch):0.00 <br /> Eccentricity of resultant tension forces in y-axis,e'tl.(inch):0.00 <br /> 4.Steel Strength of Anchor in Tension(Sec.17.4.1) <br /> N.(Ib) ¢ ¢Nca(Ib) <br /> 18000 0.65 11700 <br /> 5.Concrete Breakout Strength of Anchor in Tension(Sec.17.4.21 <br /> ND=kc:.a-slfohef's(Eq.17.4.2,2a) <br /> kc A. f c(psi) hut(in) N.(Ib) <br /> 17.0 1.00 2500 5.000 9503 <br /> 0.75thNu,=0.750(ANct AN,z)Pee¶PeuYrcpeNn(Sec.17.3.1&Eq.17.4.2.1a) <br /> Ark(in2) Aft.(in2 C.,m,,,(in) WadN YaK 'YDp,N NO(lb) ¢ 0.754Nce(Ib) <br /> 90.00 225.00 3.00 0.820 1.00 1.000 9503 0.65 1520 <br /> 6.Adhesive Strength of Anchor in Tension(Sec.17.4.5) <br /> rkcr=ikafshart-reanKsoaeseis <br /> ncv(psi) ' fshort-farm Ksat CeN.seis Zkct(psi) <br /> 735 1.72 1.00 1.00 1264 <br /> Naa=.'.arcrndaher(Eq.17.4.5.2) <br /> A a rat(psi) da(in) he(in) Naa(Ib) <br /> 1.00 1264 0.50 5.000 9929 <br /> 0.75¢Na=0.750(ANa/ANao)'FedNaPsp,NaNaa(Sec.17.3.1&Eq.17,4.5.1a) <br /> AN.(in2) ANao(in2) cue(in) ca.,,a (in) %d.,,,a Vip,Na Nao(Ib) ¢ 0.750Na(lb) <br /> 69.98 136.04 5.83 3.00 0.854 1,000 9929 0.65 2127 <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 Pestles Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br />