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SIMPSON Anchor Designer TM Company: NKH Engineering Date: 1/25/2021 <br /> Engineer: A.Rishel Page: 4/5 <br /> Strong-Tie Software Project: Jones Remodel <br /> Version 2.9.7376.0 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) Vuax(lb) Way(lb) 1i(Vuax)2+(Vuay)2(lb) <br /> 1 1160.0 0.0 0.0 0.0 <br /> Sum 1160.0 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(Ib): 1160 <br /> Resultant compression force(Ib):0 <br /> Eccentricity of resultant tension forces in x-axis,e'N0(inch):0.00 <br /> Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 <br /> 4.Steel Strength of Anchor in Tension(Sec.17.4.1) <br /> Nsa(Ib) 0 fNsa(Ib) <br /> 8235 0.75 6176 <br /> 5.Concrete Breakout Strength of Anchor in Tension(Sec.17.4.2) <br /> Nb=kc2al!fchell s(Eq. 17.4.2.2a) <br /> ko A.a fc(psi) het•(in) Nb(Ib) <br /> 17.0 1.00 3500 8.000 22757 <br /> gNcb=0(ANc/ANoo)Yed,NPc,NYcp,NNb(Sec. 17.3.1 &Eq. 17.4.2.1a) <br /> ANc(in2) ANco(in2) Comm, n(in) Ted,N ge,N Pcp,N Nb(Ib) 0 ON.(lb) <br /> 144.00 576.00 3.00 0.775 1.00 1.000 22757 0.65 2866 <br /> 6.Adhesive Strength of Anchor in Tension(Sec. 17.4.5) <br /> Tk,cr= rkcrfshort-termKsat <br /> Zk,cr(psi) fshort-term Ksat 'rk,cr(psi) <br /> 1035 1.00 1.00 1035 <br /> Nba=2 a rcr2rdahef(Eq. 17.4.5.2) <br /> A a zcr(psi) da(in) hef(in) Nba(Ib) <br /> 1.00 1035 0.50 8.000 13006 <br /> 0Na=0(ANa/ANao)Yied,NaPp,NaNba(Sec. 17.3.1 &Eq. 17.4.5.1a) <br /> ANa(in2) ANao(in2) CNa(in) ca.,(in) Wed,Na Pcp,Na Nba(lb) 0 qNa(lb) <br /> 72.14 144.55 6.01 3.00 0.850 1.000 13006 0.55 3033 <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 /> ( o7i S29 <br />