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• Anchor DesignerT"' Company: I Date: 8/5/2021 <br /> Engineer: Page: 4/5 <br /> Software Project: <br /> Version 3.0.7947.1 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 /> IVua(lb) Wax(lb) Way(Ib) 1(Vuax)Z+(Way)Z(lb) <br /> 1 0.0 0.0 -1270.5 1270.5 <br /> 2 0.0 0.0 -1270.5 1270.5 <br /> Sum 0.0 0.0 -2541.0 2541.0 <br /> Maximum concrete compression strain(%o):0.00 <Figure 3> <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 2 <br /> 8.Steel Strength of Anchor in Shear(Sec. 17.5.1) <br /> Vsa(I b) grout 0 Og-,IOVsa(lb) <br /> 4790 1.0 0.60 2874 <br /> 9.Concrete Breakout Strength of Anchor in Shear(Sec.17.5.2) <br /> Shear perpendicular to edge in y-direction: <br /> Vby=minJ7(Wda)'NdaAa�fccaii'1;9Aa�fccaii'11 (Eq. 17.5.2.2a&Eq. 17.5.2.2b) <br /> le(in) da(in) Aa f c(psi) ca,(in) Vby(Ib) <br /> 2.99 0.500 1.00 2500 10.00 11192 <br /> OV cby=0(Avc/Avco)Ved,V`I c,V Vh,VVby(Sec. 17.3.1 &Eq. 17.5.2.1a) <br /> Avc(in 2) Avco(in 2) V'ed,v V'c,V Vh,v Vby(Ib) 0 OVcby(Ib) <br /> 184.00 450.00 0.860 1.200 1.369 11192 0.70 4527 <br /> Shear parallel to edge in x-direction: <br /> Vby=minJ7(le/da)1.2�da/a�fceaii'5;9/a�fccaii 51 (Eq. 17.5.2.2a&Eq. 17.5.2.2b) <br /> le(in) da(in) f'c(psi) cai(in) Vby(Ib) <br /> 2.99 0.500 1.00 2500 8.00 8008 <br /> oVcbgx=0(2)(Avc/Avco)%c,v%d,vYc,vYh,vVby(Sec. 17.3.1, 17.5.2.1(e)&Eq. 17.5.2.1b) <br /> Avc(in 2) Avco(in 2) V'ec,V Ved,V Yo,V V'h,V Vby(Ib) 0 OVcbgx(Ib) <br /> 218.00 288.00 1.000 1.000 1.200 1.225 8008 0.70 12472 <br /> 10.Concrete Pryout Strength of Anchor in Shear(Sec.17.5.3) <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 />