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SIMPSON Anchor Designer TM Company: Epiq Engineering, LLC Date: 3/13/2020 <br /> Engineer: Jack Wilson, EIT Page: 4/5 <br /> Strong-Tie Project: xxx <br /> Version 3.0.7947.0 Address: 1704 8th Ave S Nashville,TN 37203 <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 /> NN.(lb) Vuax(lb) Vaay(Ib) 11(Vuax)2+(Vuay)2(lb) <br /> 1 0.0 50.0 50.0 70.7 <br /> 2 1709.5 50.0 50.0 70.7 <br /> 3 1709.5 50.0 50.0 70.7 <br /> 4 0.0 50.0 50.0 70.7 <br /> Sum 3419.0 200.0 200.0 282.8 <br /> Maximum concrete compression strain(%b):0.10 <Figure 3> <br /> Maximum concrete compression stress(psi):417 04 n 3 <br /> Resultant tension force(Ib):3419 <br /> Resultant compression force(Ib):3419 <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 y <br /> Eccentricity of resultant shear forces in x-axis,e'vx(inch):0.00 Y <br /> Eccentricity of resultant shear forces in y-axis,evy(inch):0.00 <br /> XV <br /> 01 02 <br /> 4.Steel Strength of Anchor in Tension(Sec. 17.4.1) <br /> Nsa(Ib) 0 ONsa(Ib) <br /> 20130 0.65 13085 <br /> 5.Concrete Breakout Strength of Anchor in Tension(Sec.17.4.2) <br /> Nb=ks2.alif'cher1`'(Eq. 17.4.2.2a) <br /> kc Aa fc(psi) her(in) Nb(lb) <br /> 17.0 1.00 3000 2.780 4316 <br /> 0.750Ncbg=0.750(ANc/ANco)-ec,N�ed,N-,N�cp,NNb(Sec. 17.3.1 &Eq. 17.4.2.1 b) <br /> ANC(in2) ANco(in2) Ca,min(in) 'ec,N Sved,N 1Pc,N l cp,N Nb(lb) 0 0.750Ncbg(Ib) <br /> 119.60 69.56 - 1.000 1.000 1.00 1.000 4316 0.65 3618 <br /> 8.Steel Strength of Anchor in Shear(Sec.17.5.1) <br /> Vsa(lb) 0grout 0 0grout0Vsa(Ib) <br /> 4790 1.0 0.60 2874 <br /> 10.Concrete Pryout Strength of Anchor in Shear(Sec.17.5.3) <br /> gtVcpg=OkcpNcbg=Okcp(ANc7 ANco)Wec,N gjed,N tYcN Y'cp,NNb(Sec. 17.3.1 &Eq. 17.5.3.1 b) <br /> kcp ANc(in2) ANco(in2) &ec,N tPed,N 1Fc,N Vjcp,N Nb(Ib) 0 0Vcpg(Ib) <br /> 2.0 205.64 69.56 1.000 1.000 1.000 1.000 4316 0.70 17864 <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> SimpsonStrong-Me Company Inc 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br /> 27 <br />