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17=8 Anchor Designer TM Company: Mike Smith Engineering,Inc. Date: 1/4/2019 <br /> Engineer: Mike Smith Page: 3/4 <br /> r Software Project: Tracy Material Recovery Facility-18261 <br /> Version 2.5.6554.7 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 /> N..(Ib) Vuax(lb) Vu.v(Ib) J(Vunx)'+(V„.y)°(lb) <br /> 1 0.0 2450.0 0.0 2450.0 <br /> Sum 0.0 2450.0 0.0 2450.0 <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 Y <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 /> X <br /> 8.Steel Strength of Anchor inShear(Sec.1,,AA7.5.111 <br /> Vs.(lb) Ogr.uf 0 Ogmtovs.(lb) <br /> 11035 1.0 0.65 7173 <br /> 10 Concrete Pryout Streligth of Anchor in She (Sec.17.131 <br /> 0Vcp=OkcpNcb=Okcp(ANc/ANco)Ved,NTc,Nyjcp,NNn(Sec. 17.3.1 &Eq.17.5.3.1 a) <br /> kcp ANc(In') Aft.(int) �'.d,N YjgN 7 p,N Nn(Ib) 0 OVcp(Ib) <br /> 2.0 68.06 68.06 1.000 1.000 1.000 3876 0.70 5427 <br /> 11,Results <br /> 11 Interaction of Tens lie and Shear Forces S c <br /> Shear Factored Load,Vu.(lb) Design Strength,oV.(lb) Ratio Status <br /> Steel 2450 7173 0.34 Pass <br /> Pryout 2450 5427 0.45 Pass(Governs) <br /> 5/8"0 CS Strong-Bolt 2,hnom:3.375"(86mm)meets the selected design criteria. <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-1 ie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br />