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SIMPSON Anchor Designer TM Company: SDA Date: 11/22/2019 <br /> Engineer: JIB Page: 4/5 <br /> StronerieSoftware Project: SDA#8855 <br /> Version 2.8.7094.13 Address: <br /> Phone: <br /> E-mail: <br /> 3.Resulting Anchor Forcei <br /> Anchor Tension load, Shear load x, Shear load y, Shear load combined, <br /> N.(Ib) V.x(Ib) Vuay(lb) lt(Vuax)2+(Vuay)2(lb) <br /> 1 3348.0 0.0 0.0 0.0 <br /> Sum 3348.0 0.0 0.0 0.0 <br /> Maximum concrete compression strain(700):0.00 <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(Ib):3348 <br /> Resultant compression force(Ib):0 <br /> Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 <br /> Eccentricity of resultant tension forces in y-axis,Wigs,(inch):0.00 <br /> 4.Steel Strength of Anchor in Tension(Sec.17.4.11 <br /> Nse(lb) 0 ON.(Ib) <br /> 26795 015 20096 <br /> f.Concrete Breakout Strength of Anchor in Tension(Sec.17.4.2) <br /> No=kcla'fcher'-s(Eq.17.4.2,2a) <br /> k. A. fa(psi) has(in) N(Ib) <br /> 17.0 1.00 2500 17.500 62227 <br /> 0.750Nob=0.750 OW/ANco)%d,NY/aNPcpNNb(Sec,17.3.1 &Eq.17.4.2.1a) <br /> Awo(in2) ANco(in2 Ge.mm(in) Tee,N Y',e %p.N Ni.(Ib) 0 0.750Wcb(Ib) <br /> 420.00 2756.25 2.00 0.723 1.00 1.000 62227 0,65 3341 <br /> 6.Adhesive Strength of Anchor in Tension(Sec.17.4.51 <br /> rk,cr= rk,crfshortter,Ksai(fc/2,500)"(XN.seis <br /> rkcr(psi) fahort-temm &at CrN.sais PC(psi) n rk.cr(psi) <br /> 1265 1.00 1.00 1.00 2500 0.24 1265 <br /> Noe=Aersr2rdaher(Eq.17.4.5.2) <br /> A. rcr(psi) de(in) her(in) Ma(Ib) <br /> 1.00 1265 0.88 17.500 60854 <br /> 0.750Na=0.750(ANa/ANMO)Y/0d,Na Pp,NeNba(Sec.17,3.1 &Eq.17.4,5.1a) <br /> ANa(in) ANao(in2) cm(in) ca,min(in) Y'ed,Na Pp,Ne Also(Ib) 0 0.750Na(Ib) <br /> 187.21 547.63 11.70 2.00 0.751 1.000 60854 0.65 7619 <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 Thong.Tie Company Inc. 5956 W.Las Pastas Boulevard Pleasanton,CA 94588 Phone:925560,9000 Fax:925.847.3871 wwnN.strongtie.com <br />