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SIMPSON Anchor Designer TM Company: Date: 5/5/2022 <br /> Software <br /> Strong-Tie Project: <br /> Page: 4/5 <br /> Project: SDA#7673 <br /> Version 3.0.7845.3 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 /> Nua(lb) V.(Ib) Vuay(Ib) J(Vuax)2+(Vuay)2(Ib) <br /> 1 0.0 -8150.0 0.0 8150.0 <br /> 2 0.0 -8150.0 0.0 8150.0 <br /> 3 0.0 -8150.0 0.0 8150.0 <br /> 4 0.0 -8150.0 0.0 8150.0 <br /> 5 0.0 -8150.0 0.0 8150.0 <br /> 6 0.0 -8150.0 0.0 8150.0 <br /> 7 0.0 -8150.0 0.0 8150.0 <br /> 8 0.0 -8150.0 0.0 8150.0 <br /> Sum 0.0 -65200.0 0.0 65200.0 <br /> Maximum concrete compression strain(%0):0.00 <Figure 3> <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(Ib):0 <br /> Resultant compression force(Ib):0 5 <br /> Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 Y <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 a. <br /> Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 <br /> .7 a <br /> a8 a " <br /> 8.Steel Strength of Anchor in Shear(Sec.17.5.1) <br /> Vsa(Ib) (grout 0 av,seis OgroutaV,seis0Vsa(lb) <br /> 33720 1.0 0.65 1.00 21918 <br /> 9.Concrete Breakout Strength of Anchor in Shear(Sec.17.5.2) <br /> Shear perpendicular to edge in x-direction: <br /> Vox=minI7(le/da)024do2allfccall 5;9..a lfcCa11.51(Eq. 17.5.2.2a&Eq. 17.5.2.2b) <br /> le(in) da(in) A. fc(psi) cal(in) Vbx(Ib) <br /> 5.00 1.250 1.00 4000 90.00 486000 <br /> 0Vcbgx=0(Avc/Avco)Fec,vVied,VTc,v1-'n,VVbx(Sec. 17.3.1 &Eq. 17.5.2.1b) <br /> Avc(in2) Avon(in2) Yiec,v yed,v Y'c,v Y'n,v Vbx(Ib) 0 gVcbgx(Ib) <br /> 1932.00 36450.00 1.000 0.740 1.400 3.354 486000 0.75 67134 <br /> Shear parallel to edge in y-direction: <br /> Vbx=minl7(/e/da)0211daA.ailfcCa115;9x1a4fcCa11.5I(Eq. 17.5.2.2a&Eq. 17.5.2.2b) <br /> /a(in) da(in) ria fc(psi) cal(in) Vbx(Ib) <br /> 5.00 1.250 1.00 4000 18.00 43469 <br /> OVcbgy=0(2)(Avc/Avco)Y'ec,v1'ed,v9'c,vq'n,v Vbx(Sec. 17.3.1, 17.5.2.1(c)&Eq. 17.5.2.1b) <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 />