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�y <br /> • Anchor Designer for Company: STRUCTURAL DESIGN <br /> ASSOCIATES Date: 2/17/2023 <br /> Concrete Software Engineer: CHRIS LALONDE Page: 4/5 <br /> Version 3.3.2404.1 Project: SDA#10052 <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.17.6.11 <br /> Naa(lb) 0 ON..(lb) <br /> 13110 0.75 9833 <br /> S.Concrete Breakout Strength of Anchor in Tension(Sec.17.6.21 <br /> Nb=kcAaqfchar1-1(Eq.17.6.2.2.1) <br /> kc A. fc(psi) hat(in) Nb(lb) <br /> 17.0 1.00 2500 4.500 8114 <br /> 0.750Ncb=0.750(ANcI ANco)'P dNP�,N'V p,NNb(Sec.17.5.1.2&Eq.17.6.2.1 a) <br /> AM(InZ) ANco(InZ Ca,min(In) %d,N V'c,N Pcp,N Nb(lb) 0 0.750Ncb(lb) <br /> 81.00 182.25 2.00 0.789 1.00 1.000 8114 0.65 1387 <br /> 6.Adhesive Strength of Anchor in Tension(Sec,17.6.51 <br /> Zk,cr= 2k,crfhort-termKsat(f'c/2,500)naN.sers <br /> Zk,cr(psi) fshort-farm Ksat aN eeis fc(psi) n rk,cr(psi) <br /> 1356 1.00 1.00 1.00 2500 0.24 1356 <br /> Nbe=A arcrRdahef(Eq. 17.6.5.2.1) <br /> A. rcr(psi) da(in) her(in) Nba(lb) <br /> 1.00 1356 0.63 4.500 11981 <br /> 0.750Na=0.750(ANeIAN.0)TBd,NeTcp,NaNbe(Sec.17.5.1.2&Eq. 17.6.5.1a) <br /> ANa(InZ) ANao(m2) CNa(In) Ca,min(In) V d,Na Pp,Ne Nao(lb) 0 0.750Na(lb) <br /> 105.15 307.10 8.76 2.00 0.768 1.000 11981 0.65 1537 <br /> 11.Results <br /> Interaction of Tensile and Shear Forces(Sec.17.61 <br /> Tension Factored Load,Nua(lb) Design Strength,9Nn(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 />