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www.hilti.us Prods Anchor 2.4.8 <br /> Company: Paye: 6 <br /> Specifier: Project: <br /> Address: Sub-Project I Pos.No.: <br /> Phone I Fax: Date: 5/9/2016 <br /> E-Mail: <br /> 3.2 Concrete Breakout Strength <br /> Ncbg = (AN, <br /> )ifec,N 1yed.N<fc,N gfcp.N Nb ACI 318-11 Eq.(D-4) <br /> ANcO <br /> N,g>_NUe ACI 318-11 Table D.4.1.1 <br /> ANc see ACI 318-11,Part D.5.2.1,Fig.RD.5.2.1(b) <br /> ANco =9 hf ACI 318-11 Eq.(D-5) <br /> 1 <br /> yec,N = 1 +2 eN <_1.0 ACI 318-11 Eq.(D-8) <br /> 3 hef <br /> died N =0.7+0.3(Gamin)5 1.0 ACI 318-11 Eq.(D-10) <br /> 1.5hef <br /> XI1cp.N =MAX(Ca,min 1.5hef)5 1.0 ACI 318-11 Eq.(D-12) <br /> cac Cac <br /> Nb =kc ka Vf:het5 ACI 318-11 Eq.(D-6) <br /> Variables <br /> hef[in.] ect.N[in.] ec2.N[in.] Ca.min[in.] <br /> 3.750 0.000 1.747W 1.000 <br /> Cac[In.] kc i.a fc[psi] <br /> - — ...- <br /> 10.000 17 1.000 3000 <br /> Calculations nn <br /> ANc[in.2] <br /> ANc0[in 2] Wect.N 1pec2,N Yed,N tlfcp,N Nb Ub] <br /> 488.34 126.56 1.000 0.763 1.000 1.000 6762 <br /> Results <br /> -..- N` [Ibl- —t�concrete — �Ncyy[Ib1.-..._..... ---Nua[lb] — <br /> 19907 0.650 12939 7114 <br /> -----.—._.._.....-_.-..-..----...--.........._.............. <br /> Input data and results must be checked for agreement with the existing conditions and for plausibility! <br /> PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br />