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�I l <br /> Anchor DesignerT"' Company: Mike Smith Engineering, Inc. Date: 2114/2014 <br /> Engineer: Mike Smith Page: 3/3 <br /> t Software Project: Tiger Lines <br /> Version 2.4.5673.0 Address: P.O.Box 611, Lodi,CA 95241 <br /> Phone: 209-334-2332 <br /> E-mail: mike mseng.comcastbiz.net <br /> 3.Rmulting Anchgs-For—ces <br /> Anchor Tension load, Shear load x, Shear load y, Shear load combined, <br /> Nua(lb) Vuas(lb) Vuay(lb) J(Vuax)Z+(Vuay)Z(lb) <br /> 1 0.0 2800.0 0.0 2800.0 <br /> Sum 0.0 2800.0 0.0 2800.0 <br /> Maximum concrete compression strain(°1ae):0.00 <Figure 3> <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(lb):0 <br /> Resultant compression force(lb):0 <br /> Eccenlriclly of resultant tension forces in x-axis,dw(inch):0.00 <br /> Eccentricity of resultant tension forces in y-axis,e'wy(inch):0.00 Y <br /> Eccentricity of resultant shear farces in x-axis,e'w(inch):0.00 <br /> Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 <br /> 8.Steel Strength of Anchor i Shear(S�c,06.7) <br /> Vsa(lb) og—t 0 Ogmutol/ss(lb) <br /> 9930 1.0 0.65 8455 <br /> 10.Concrete Pryout Strength of An chor in Sh_ea�Sec.RD&M <br /> OVcp=okcpNcb=0kcp(ANc1 ANco)Ped,N Pc,NV p,NNb(Eq.D-40) <br /> k(p ANc(W) ANco(int) Ted,N Pc,N Pcp,N Nb(lb) ¢ OVcp(lb) <br /> 2.0 68.06 68.06 1.000 1.000 1.000 3876 0.70 5427 <br /> 11.Results <br /> intelr ction of Tenst(e and r Forces t5.sc d.7) <br /> Shear Factored Load,Vaa(lb) Design Strength,mV„(lb) Ratio Status <br /> Steel 2800 6455 0.43 Pass <br /> Pryout 2800 5427 0.52 Pass(Governs) <br /> 5/8"0 CS Strong-Bolt 2,hnom:3.375"(86mm)meets the selected design criteria. <br /> 12.Warnings <br /> -Minimum spacing and edge distance requirement of 6da per ACI 318 Sections D.8.1 and D.8.2 for torqued cast-in-place anchor is waived per <br /> designer option. <br /> Per designer input,ductility requirements for tension have been determined to be satisfied-designer to verify. <br /> -Per designer input,ductility requirements for shear have been determined to be satisfied-designer to verify. <br /> Designer must exercise own judgement to determine if this design is suitable. <br /> -Refer to manufacturer's product literature for hole cleaning and installation instructions. <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 94568 Phone:925.560.9000 Fax:925.847 3871 www.strongtie.com <br />