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• Anchor Designer"' Company: R P Associates, Inc. Date: 8/13/2021 <br /> Engineer: R Patel Page: 4/5 <br /> { Software Project: American Tire&Repair <br /> Version 3.0.7845.0 Address: 140 Mayhew Way,Suite 507, Pleasant Hill, CA 94523 <br /> Phone: <br /> E-mail: <br /> 3.Resulting Anchor Forces <br /> Anchor Tension load, Shear load x, Shear load y, Shear load combined, <br /> Nu.(lb) Wax(lb) Vuay(Ib) l(Vuax)2+(Vuay)2(lb) <br /> 1 0.0 50.0 0.0 50.0 <br /> Sum 0.0 50.0 0.0 50.0 <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) grout 0 Og-WOVs (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(le/da)02VdaAaVfXa115;Walfcca1151 (Eq. 17.5.2.2a&Eq. 17.5.2.2b) <br /> la(in) da(in) Aa fc(psi) ca,(in) Vbx(Ib) <br /> 2.75 0.500 1.00 3000 16.00 24400 <br /> oV cbx=0(Avc/Avco)Y'ed,v'Fc,vY'b,vVbx(Sec. 17.3.1 &Eq. 17.5.2.1 a) <br /> Avc(in 2) Avco(in 2) Ved,v KV Vb,V Vbx(Ib) 0 0Vcbx(Ib) <br /> 288.00 1152.00 1.000 1.400 2.000 24400 0.70 11956 <br /> Shear parallel to edge in y-direction: <br /> Vbx=minJ7(1a/da)021daA.a fcca115;9/1.VfcCa1151 (Eq. 17.5.2.2a&Eq. 17.5.2.2b) <br /> /e(in) da(in) Aa fc(psi) Cal(in) Vbx(Ib) <br /> 2.75 0.500 1.00 3000 16.00 24400 <br /> OVcby=0(2)(AVc/Avco)V'ed,vV'c,vV'b,vVbx(Sec. 17.3.1, 17.5.2.1(c)&Eq. 17.5.2.1 a) <br /> Avc(in 2) Avco(in 2) Ved,v KV Vb,V Vbx(Ib) 0 OVcby(Ib) <br /> 288.00 1152.00 1.000 1.400 2.000 24400 0.70 23912 <br /> 10.Concrete Pryout Strength of Anchor in Shear(Sec. 17.5.3) <br /> OVcp=0minlkcpNa;kcpNcbl=0 min Ikcp(ANa/ANaO)'Fed,Na'Fcp,NaNba;kcp(ANc/ANco)VedNVo,NVop,NNbI (Sec. 17.3.1 &Eq. 17.5.3.1x) <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 />