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SIMPSON Anchor Designer TM Company: Date: 5/5/2022 <br /> Engineer: Page: 4/5 <br /> StronTie Software Project: <br /> Version 3.0.7845.3 Address: <br /> e <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.(lb) V.(lb) Vuay(lb) 11(Vuax)2+(Vuay)2(Ib) <br /> 1 0.0 -1657.9 6660.3 6863.6 <br /> 2 0.0 -1243.4 6660.3 6775.4 <br /> 3 0.0 -828.9 6660.3 6711.7 <br /> 4 0.0 -414.5 6660.3 6673.2 <br /> 5 0.0 0.0 6667.3 6667.3 <br /> 6 0.0 414.5 6660.3 6673.2 <br /> 7 0.0 828.9 6660.3 6711.7 <br /> 8 0.0 1243.4 6660.3 6775.4 <br /> 9 0.0 1657.9 6660.3 6863.6 <br /> Sum 0.0 0.0 59950.0 60715.1 <br /> Maximum concrete compression strain(%o):0.00 <Figure 3> <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(Ib):0 <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,e'Ny(inch):0.00 <br /> Eccentricity of resultant shear forces in x-axis,e'vx(inch):0.00 I 4 a 0 -h -I =ti -!B <br /> Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 <br /> 8.Steel Strength of Anchor in Shear(Sec.17.5.1) <br /> V.(Ib) Qgrout 0 av,seis OgroutayseisOVsa(Ib) <br /> 21090 0.8 0.65 1.00 10967 <br /> 9.Concrete Breakout Strength of Anchor in Shear(Sec.17.5.2) <br /> Shear perpendicular to edge in x-direction: <br /> Vbx=min17(le/da)0211daA.agf'cCa11 5;92 fcCail.5I(Eq. 17.5.2.2a&Eq. 17.5.2.2b) <br /> le(in) da(in) A.a fc(psi) cal(in) Vbx(Ib) <br /> 8.00 1.000 1.00 5000 3.20 3643 <br /> OVcbgx=0(Avc/Av )recyWad,vKvnVVbx(Sec. 17.3.1 &Eq. 17.5.2.1b) <br /> Avc(in2) Avco(in2) YPec,v V'ed,v W,v iPn,v Vbx(Ib) 0 OVcbgx(Ib) <br /> 184.32 46.08 0.444 1.000 1.400 1.000 3643 0.75 6800 <br /> Shear parallel to edge in x-direction: <br /> Vsy=minI7(1e/da)02IdaA.as1fccall.5;92.aIfccal15I(Eq. 17.5.2.2a&Eq. 17.5.2.2b) <br /> le(in) da(in) As f'c(psi) ca,(in) Vby(Ib) <br /> 8.00 1.000 1.00 5000 3.20 3643 <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 />