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SIMPSON Anchor Designer TM Company: Date: 2/22/2023 <br /> Engineer: Page: 4/6 <br /> P3ti'V.V1:1:-p,111-1i)" "'� SoftwareProject: <br /> . Version 3.2.2309.2 Address: <br /> Phone: <br /> E-mail: <br /> 3.Resulting Anchor Forces <br /> Anchor Tension load, Shear load x, Shear load y, Shear�I load combined, <br /> N.(Ib) V..(Ib) Vuay(Ib) Y(Vuax)2+(Vuay)2(Ib) <br /> 1 507.5 0.0 155.8 155.8 <br /> 2 507.5 0.0 155.8 155.8 <br /> 3 507.5 0.0 155.8 155.8 <br /> 4 507.5 0.0 155.8 155.8 <br /> Sum 2030.0 0.0 623.0 623.0 <br /> Maximum concrete compression strain(%o):0.00 <Figure 3> <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(Ib):2030 04 o3 <br /> Resultant compression force(Ib):0 <br /> Eccentricity of resultant tension forces in x-axis,e'Ne(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've(inch):0.00 <br /> Eccentricity of resultant shear forces in y-axis,e'vy(inch):0,00 <br /> XV <br /> 01 o2 <br /> 4.Steel Strength of Anchor in Tension(Sec.17.6.11 <br /> Naa(Ib) 0 ¢Naa(Ib) <br /> 8235 0.75 6176 <br /> 5.Concrete Breakout Strength of Anchor in Tension(Sec.17.6.21 <br /> Nb=kcA aft fchett 5(Eq.17.6.2.2.1) <br /> kc /la fc(psi) her(in) Nb(Ib) <br /> 17.0 1.00 4000 3.000 5587 <br /> 0.750Ncbg=0.750(ANc/ANco)SNac,N-ec,NY'o,NY'op,NNn(Sec. 17.5.1.2&Eq. 17.6.2.1a) <br /> Alec(in2) ANoo(in2) Ce,min(in) %c,N Y'ed,N Ya,N Y'cp,N Nb(Ib) 0 0.750Ncbg(Ib) <br /> 289.00 81.00 5.00 1.000 1.000 1.00 1.000 5587 0.65 9717 <br /> 6.Adhesive Strength of Anchor in Tension(Sec.17.6.51 <br /> T$a=r fshox-tcrmKsat(fc/2,500)n my.aeis <br /> Tk,a(psi) fshort-term Ksat amseis Pc(psi) n Tk,v(psi) <br /> 1402 1.00 1.00 0.90 4000 0.24 1412 <br /> Nba=A a rcr r0ahet(Eq.17.6.5.2.1) <br /> A a lie(psi) de(in) he(in) Nba(Ib) <br /> 1.00 1412 0.50 3.000 6656 <br /> 0.750Neg=0.750(Aria/ANao)Y'ec,Na'Yed,NaY'cp,NaNba(Sec. 17.5.1.2&Eq.17.6.5.1b) <br /> ANe(in2) ANao(in2) CNa(in) Ca.mie(in) Y'ec,m, Yed,Na Pop,Nu Nba(lb) 0 0.750Neg(Ib) <br /> 324.00 205.45 7.17 5.00 1.000 0.909 1.000 6656 0.65 4653 <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 />