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1■■111.1"Ir1 <br /> Hilti PROFIS Engineering 3.0.66 <br /> www.hilti.com <br /> Company: Page: 3 <br /> Address: Specifier: <br /> Phone I Fax: E-Mail: <br /> Design: Concrete-Oct 19,2020 Date: 1/15/2021 <br /> Fastening point: <br /> 3.1 Steel Strength <br /> N. =ESR value refer to ICC-ES ESR-3027 <br /> 4 Nsa>Nua ACI 318-14 Table 17.3.1.1 <br /> Variables <br /> Ase,N[in.2] futa[psi] <br /> 0.16 112,540 <br /> Calculations <br /> Nsa[Ib] <br /> 18,120 <br /> Results <br /> Ns.[Ib] 4t steel (I) Nsa[Ib] Nua[Ib] <br /> 18,120 0.650 11,778 1,000 <br /> 3.2 Concrete Breakout Failure <br /> A. <br /> Nab = `ANeo/ W ed,N Wc,N Wcp,N Nb ACI 318-14 Eq.(17.4.2.1a) <br /> 4) Ncb>Nua ACI 318-14 Table 17.3.1.1 <br /> AN. see ACI 318-14,Section 17.4.2.1,Fig.R 17.4.2.1(b) <br /> ANeo =9 hef ACI 318-14 Eq.(17.4.2.1c) <br /> W ed,N =0.7+0.3(Gami 1.5hn) <1.0 ACI 318-14 Eq.(17.4.2.5b) <br /> ef <br /> W col =MAX(CL035 1.5het) <1.0 ACI 318-14 Eq.(17.4.2.7b) <br /> �Cac Cac <br /> Nb =kc A,a 11frc hefs ACI 318-14 Eq.(17.4.2.2a) <br /> Variables <br /> hef[in.] Ca,min[in.] W c,N cac[In.] kc X a fo[psi] <br /> 2.160 1.000 3.750 17 1.000 3,000 <br /> Calculations <br /> ANc[in.2] ANeo[in.2] W ed,N Wcp,N Nb[Ib] <br /> 41.99 41.99 1.000 1.000 2,956 <br /> Results <br /> Nth[lb] 4)concrete 4) Nab[Ib] Nua[Ib] <br /> 2,956 0.650 1,921 1,000 <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROFIS Engineering(c)2003-2021 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br /> 15/20 <br />