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• Anchor Designer for Company: STRUCTURAL DESIGN <br /> ASSOCIATES Date: 2/17/2023 <br /> CMConcrete Software Engineer: CHRIS LALONDE Page: 4/5 <br /> Version 3.3.2404.1 Project: SDA#10052 <br /> Ij <br /> Address: 3006 RUCKER AVE EVERETT,WA 98201 <br /> Phone: (425)-339-0293 <br /> E-mail: CLALONDE@SDAEVERETT.COM <br /> 4.Steel Strength of Anchor in Tension(Sec.17.6.1) <br /> Naa(lb) 0 ON-(lb) <br /> 13110 0.75 9833 <br /> 5.Concrete Breakout Strength of Anchor in Tension(Sec.17.6,2) <br /> Nb=k.A.4f.her'•5(Eq.17.6.2.2.1) <br /> kc IL fc(psi) her(in) Nb(lb) <br /> 24.0 1.00 2500 2.913 5967 <br /> 0.750Ncb=0.750(ANc/ANco)P d,N P,N P p,NNb(Sec.17.5.1.2&Eq.17.6.2.1 a) <br /> ANc(In2) AN..(In2 Ca,min(In) P d,N P,N Pcp,N Nb(lb) 0 0.750Ncb(lb) <br /> 52.44 76.39 2.00 0.837 1.00 0.954 5967 0.65 1595 <br /> 6.Adhesive Strength of Anchor in Tension(Sec.17.6.51 <br /> rk,uncr=Zk,uncrfshod-termKsataN seis(f c l2,500)n <br /> rk,uncr(psi) fshort-term Ksat aNseis fc(psi) n rk,uncr(psi) <br /> 2162 1.00 1.00 1.00 2500 0.35 2162 <br /> Nba=Aarunorzdaher(Eq.17.6.5.2.1) <br /> A a runcr(psi) da(in) her(in) Nb.(lb) <br /> 1.00 2162 0.63 6.000 25470 <br /> 0.75¢Na=0.750(ANa/AN.0)V d,NePcp,NaNba(Sec.17.5.1.2&Eq.17.6.5.1a) <br /> ANa(In2) ANco(in2) CNa(In) Ca,min(In) Ved,Na Pp,Na Nao(lb) 0 0.750Na(lb) <br /> 78.79 307.10 8.76 2.00 0.768 0.929 25470 0.65 2274 <br /> 11.Results <br /> Interaction of Tensile and Shear Forces(Sec.17.81 <br /> Tension Factored Load,Nua(lb) Design Strength,oNn(lb) Ratio Status <br /> Steel 930 9833 0.09 Pass <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 />