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• Anchor Desi nerT"' Company: Mike Smith Engineering, Inc. Date: 4/8/2019 <br /> g Engineer: Mike Smith Page: 3/4 <br /> Software Project: Super Lube-19032 <br /> Version 2.5.6554.7 Address: <br /> Phone- <br /> E-mail: <br /> 3-Resultin Anchor Forces <br /> Anchor Tension load, Shear load x, Shear load y, Shear load combined, <br /> Nua(Ib) Vu.(lb) Vu.,(Ib) q(V_)2+(V.eY)2(lb) <br /> 1 0.0 2700.0 0.0 2700.0 <br /> Sum 0.0 2700.0 0.0 2700.0 <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'Nz(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 /> X <br /> 8. <br /> Steel Strgngth of Anchor inSh ar fSec.17.5.1 <br /> Use(I b) Ogrouf 0 Og..,OVs.(lb) <br /> 11035 1.0 0.65 7173 <br /> 0 Concrete Pryout Strength of Anchor I r Sec 7 <br /> ov�p=Ok�^b=okcp(ANc/ANco)'Ped,NY'c,NV'cp,NNb(Sec. 17.3.1 &Eq. 17.5.3.1a) <br /> kcp ANc(in') ANco(inn) T d,N Y,N Pcp,N Nb(lb) 0 OWp(lb) <br /> 2.0 68.06 68.06 1.000 1.000 1.000 3876 0.70 5427 <br /> 11.Results <br /> 11.Interaction of Tensile and Shear Eorcgs(Sec. <br /> Shear Factored Load,Vue(lb) Design Strength,oW(lb) Ratio Status <br /> Steel 2700 7173 0,38 Pass <br /> Pryout 2700 5427 0.50 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 /> S1mp"..on Strong ie Company Inc, 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br />