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SIMPSON Anchor DesignerTM Company: Epiq Engineering, LLC Date: 5/17/2022 <br /> Engineer: Jack Wilson, PE Page: 4/5 <br /> Software Project: xxx <br /> 7 , Version 2.9.7376.0 Address: xxx <br /> Phone: 629.888.9977 Ext. 3 <br /> E-mail: jack@epiqengineering.com <br /> 3.Resulting Anchor Forces <br /> Anchor Tension load, Shear load x, Shear load y, Shear load combined, <br /> Nua(lb) V.(lb) Way(lb) I(Vuax)2+(Vuay)2(Ib) <br /> 1 1622.2 106.5 118.0 159.0 <br /> 2 1622.2 106.5 118.0 159.0 <br /> 3 0.0 106.5 118.0 159.0 <br /> 4 0.0 106.5 118.0 159.0 <br /> Sum 3244.4 426.0 472.0 635.8 <br /> Maximum concrete compression strain(%o):0.11 <Figure 3> _ <br /> Maximum concrete compression stress(psi):467 (_)1 `_.)2 <br /> Resultant tension force(Ib):3244 <br /> Resultant compression force(Ib): 1756 <br /> Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 <br /> Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 1/ <br /> Eccentricity of resultant shear forces in x-axis,e'vx(inch):0.00 <br /> MN- <br /> Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 <br /> X <br /> 04 (: 3 <br /> 4.Steel Strength of Anchor in Tension(Sec.17.4.1) <br /> Nsa(Ib) 0 0Nsa(lb) <br /> 20130 0.65 13085 <br /> 5.Concrete Breakout Strength of Anchor in Tension(Sec. 17.4.2) <br /> Nb=kc2a Jfcherl 5(Eq. 17.4.2.2a) <br /> kc Aa f'c(psi) her(in) Nb(lb) <br /> 17.0 1.00 4000 2.780 4984 <br /> 0.750Ncbg=0.750(ANc/ANco)-ec,N`-edNWc,NWcp,NNb(Sec. 17.3.1 &Eq. 17.4.2.1 b) <br /> ANc(in2) ANco(in2) Ca,m,n(in) Pec,N Wed,N Vic,N Wcp,N Nb(Ib) 0 0.75 ONcbg(Ib) <br /> 94.58 69.56 - 1.000 1.000 1.00 1.000 4984 0.65 3303 <br /> 8.Steel Strength of Anchor in Shear(Sec.17.5.1) <br /> Vsa(lb) {grout 0 0groutOVsa(Ib) <br /> 4790 1.0 0.60 2874 <br /> 10.Concrete Pryout Strength of Anchor in Shear(Sec.17.5.3) <br /> QVcpg=l kcpNcbg=Okcp(ANc/ANco)-ec,N-ed,NtPC,N VI,p,NNb(Sec. 17.3.1 &Eq. 17.5.3.1b) <br /> kcp ANc(in2) ANco(in2) PecN Wed,N ¶Pc,N Vicp,N Nb(Ib) 0 1 Vcpg(Ib) <br /> 2.0 151.28 69.56 1.000 1.000 1.000 1.000 4984 0.70 15174 <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 />