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F[III6•TI <br /> Hilti PROFIS Engineering 3.0.66 <br /> www.hilti.com <br /> Company: Page: 5 <br /> Address: Specifier: <br /> Phone I Fax: E-Mail: <br /> Design: Concrete-Oct 19,2020 Date: 1/15/2021 <br /> Fastening point: <br /> 4.2 Pryout Strength <br /> Vcp =kcp L(ANeo/ W ed,N Wc,N Wcp,N Nb] ACI 318-14 Eq.(17.5.3.1a) <br /> (I) Vcp >Vua 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 /> • ANCo =9 het ACI 318-14 Eq.(17.4.2.1c) <br /> '1/ed,N =0.7+0.3 Ca,min <1.0 <br /> 1.5hef ACI 318-14 Eq.(17.4.2.5b) <br /> • xi,col =MAX(CAmin 1.5het) 1.0 ACI 318-14 Eq.(17.4.2.7b) <br /> �cac ' cao <br /> Nb =ko VEC fiefs ACI 318-14 Eq.(17.4.2.2a) <br /> Variables <br /> kcp hef[in.] ;,min[in.] W c,N <br /> 1 2.160 00 1.000 <br /> cac[in.] kc X tc[psi] <br /> 3.750 17 1.000 3,000 <br /> Calculations ANC[In.2] ANCO Gn 211 <br /> W ed,N Wcp,N Nb[lb] <br /> 41.99 41.99 1.000 1.000 2,956 <br /> Results <br /> Vcp[Ib] 4)concrete 4 Vcp[Ib] Vua[lb] <br /> 2,956 0.700 2,069 1,000 <br /> 5 Combined tension and shear loads <br /> • RN Rv Utilization RN,V[e/0] Status <br /> 0.520 0.483 5/3 64 OK <br /> RNV'RN+ <=1 <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 /> 17/20 <br />