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20 <br /> Hilti PROFIS Engineering 3.0.56 <br /> www.hilti.com <br /> Company: Page: 5 <br /> Address: Specifier: <br /> Phone I Fax: E-Mail: <br /> Design: Tension Loading Date: 2/13/2020 <br /> Fastening point: <br /> 3.3 Concrete Breakout Failure <br /> Ncbg — �AW) W ec,N Wed,N Wc,N Wcp,N Nb ACI 318-14 Eq.(17.4.2.1 b) <br /> Ncbg >_Nua ACI 318-14 Table 17.3.1.1 <br /> ANc see ACI 318-14,Section 17.4.2.1,Fig.R 17.4.2.1(b) <br /> ANca =9 hef ACI 318-14 Eq.(17.4.2.1c) <br /> 1 <br /> W ec,N = +2 eN <_1.0 ACI 318-14 Eq.(17.4.2.4) <br /> 3 <br /> 1 — <br /> hef <br /> W ed,N =0.7+0.3 \C%M /c 1.0 ACI 318-14 Eq.(17.4.2.5b) <br /> 1.5hef <br /> W cp N =MAX(c—min 1.5hef c 1.0 ACI 318-14 Eq.(17.4.2.7b) <br /> �C�ac Cac <br /> 1. <br /> Nb =kc �`'a Vfc hef5 ACI 318-14 Eq.(17.4.2.2a) <br /> Variables <br /> hef,[in.] eo1.N[in.] ec2.N[in.] ca.min[in.] W c,N <br /> 9.000 0.000 0.000 1.000 <br /> Cac[Irl.] kc a fc[psi] <br /> 21.230 17 1.000 3,000 <br /> Calculations <br /> ANc[in.2] ANco[in.2] W ecl,N Wec2,N Wed,N Wcp,N Nb[lb] <br /> 918.00 729.00 1.000 1.000 1.000 1.000 25,140 <br /> Results <br /> NcbQ[lb] concrete Oseismic Ononductile Ncba[lb] Nus[lb] <br /> 31,658 0.750 0.750 1.000 17,808 6,987 <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROMS Engineering(c)2003-2019 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br /> 5 <br />