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Anchor DesignerT"' Company: R P Associates, Inc. Date: 5/3/2021 <br /> Engineer: R Patel Page: 4/5 <br /> Software Project: American Tire&Repair <br /> Version 2.7.6990.1 Address: 140 Mayhew Way,SUite 507, Pleasant Hill,CA <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) Vuax(lb) Way(lb) l(Vuax)2+(Vuay)2(lb) <br /> 1 0.0 205.0 0.0 205.0 <br /> Sum 0.0 205.0 0.0 205.0 <br /> Maximum concrete compression strain(%o):0.00 <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(lb):0 <br /> Resultant compression force(lb):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 <br /> 8.Steel Strength of Anchor in Shear(Sec.17.5.1) <br /> Vsa(Ib) Ogmut 0 Og-UtOVsa(lb) <br /> 9370 1.0 0.65 6091 <br /> 9.Concrete Breakout Strength of Anchor in Shear(Sec.17.5.2) <br /> Shear perpendicular to edge in x-direction: <br /> Vbx=minJ7(/e/da)02�daA.a�fcCa,1 5;9A.a�fcca,l.51(Eq. 17.5.2.2a&Eq. 17.5.2.2b) <br /> /e(in) da(in) Aa fc(psi) ca,(in) Vbx(lb) <br /> 3.00 0.500 1.00 2500 8.00 8013 <br /> oVcbx=0(Avc/Avco)Vxed,vVxcy%,VVbx(Sec. 17.3.1 &Eq. 17.5.2.1x) <br /> Avc(int) Avco(int) Ted,v V%,v T'h,v Vbx(Ib) 0 OVcbx(Ib) <br /> 144.00 288.00 1.000 1.400 1.414 8013 0.70 5553 <br /> Shear parallel to edge in x-direction: <br /> Vby=minJ7(/e/da)02JdaAaJfcca,15;9.laJfcca,l51(Eq. 17.5.2.2a&Eq. 17.5.2.2b) <br /> le(in) de(in) Aa fc(psi) ca,(in) Vby(lb) <br /> 3.00 0.500 1.00 2500 8.00 8013 <br /> oVcbx=0(2)(Avc/Avco)'Ved,vV1c,v'Yh,vVby(Sec. 17.3.1, 17.5.2.1(c)&Eq. 17.5.2.1a) <br /> Avc(in 2) Avco(in 2) Fed,v V%,V V�h,v Vby(Ib) 0 oVcbx(Ib) <br /> 144.00 288.00 1.000 1.400 1.414 8013 0.70 11106 <br /> 10.Concrete Pryout Strength of Anchor in Shear(Sec. 17.5.3) <br /> 0V�p=0 minIkq^;kcpkbI =0 minIkcp(ANa/ANao)V�ed,NaV�cp,NaNba;kcp(ANc/ANco)V"ed,NVc,NVxcp,NNbl(Sec. 17.3.1 &Eq. 17.5.3.1 a) <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 />