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SIMPSON Anchor Designer TM Company: Date: 11/16/2020 <br /> Software Engineer: Page: 4/5 <br /> Project: <br /> Version 2.9.7376.0 Address: <br /> a <br /> Phone: <br /> E-mail: <br /> 3.Resulting Anchor Forces <br /> Anchor Tension load, Shear load x, Shear load y, Shear load combined, <br /> Nils(Ib) V.(Ib) V.(lb) I(Vuax)2+(Vuayr(Ib) <br /> 1 0.0 0.0 1625.0 1625.0 <br /> 2 0.0 0.0 1625.0 1625.0 <br /> 3 0.0 0.0 1625.0 1625.0 <br /> 4 0.0 0.0 1625.0 1625.0 <br /> Sum 0.0 0.0 6500.0 6500.0 <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 <br /> Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 0'� 0 0 0t} <br /> 8.Steel Strength of Anchor in Shear(Sec.17.5.1) <br /> Vsa(Ib) 4grout Qt 4g uutOVsa(lb) <br /> 10000 1.0 0.60 6000 <br /> 9.Concrete Breakout Strength of Anchor in Shear(Sec.17.5.2) <br /> Shear perpendicular to edge in y-direction: <br /> Vbx=minI7(le/da)°•2`Idals IPecatl•5;9.1.a4Pccat1.5I(Eq.17.5.2.2a&Eq. 17.5.2.2b) <br /> le(in) da(in) As f (psi) cat(in) Vby(Ib) <br /> 2.97 0.625 1.00 2500 12.00 15709 <br /> gV.by=0(Av./Aveo)Wed,vY%,vWW,vVby(Sec.17.3.1&Eq.17.5.2.1 a) <br /> Ave(in2) Avc.(in2) Wetly Wc,V 1Yn,v Vby(lb) 0 0Vcby(lb) <br /> 288.00 648.00 1.000 1.000 1.500 15709 0.70 7331 <br /> Shear parallel to edge in y-direction: <br /> Vbx=minI7(1e/de)°•24deAaliPccat1.5;9,%a4fccat1.51(Eq.17.5.2.2a&Eq.17.5.2.2b) <br /> le(in) da(in) A. f (psi) cat(in) Vbx(Ib) <br /> 2.97 0.625 1.00 2500 6.00 5554 <br /> 0Vcbgy=fb(MA vc/Avco)Wes,v'Yed,v'Yc,v Vs,vVbx(Sec.17.3.1,17.5.2.1(c)&Eq.17.5.2.1b) <br /> Avc(in2) Ave.(in2) Fec,v Y'edv Y'e,v Yin,v Vox(Ib) 0 16Vcbgy(Ib) <br /> 360.00 162.00 1.000 1.000 1.000 1.061 5554 0.70 18327 <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 />