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www.hilti.us <br />Profis Anchor 2.6.5 <br />Company: <br />Page: 3 <br />Specifier: <br />Project: <br />Address: <br />Sub -Project I Pos. No.: <br />Phone I Fax: ( <br />Date: 5/20/2016 <br />E-Mail: <br />3.3 Concrete Breakout Strength <br />Ncbp <br />= (AN ) 4tec,N Wed,N Wc,N 1Vcp,N Nb <br />ACI 318-08 Eq. (D-5) <br />oANC <br />4 Nrbg <br />2 N a <br />ACI 318-08 Eq. (D-1 } <br />AN, <br />see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) <br />ANco <br />= 9 her <br />ACI 318-08 Eq, (D-6) <br />1 <br />4tec.N <br />2 eN <_ 1.0 <br />1+3hef <br />ACI 318-08 Eq. (D-9) <br />ll,ed,N <br />= 0.7 + 0.3 \ Ca,min \ 5 1.0 <br />1.5hef <br />ACI 318-08 Eq. (D-11) <br />Wcv.N <br />= MAX f �a_min 1.5h 51.0 <br />ACI 318-08 Eq. (D-13) <br />Nb <br />Cac Car. / <br />= kc Iff, heis <br />ACI 318-08 Eq. (D-7) <br />Variables <br />hef [in.] ee1.N [in.] eoz,N [in.] ca,min [in.] Wc.N <br />3.250 0.000 0.000 1.000 <br />Cac [in.] kc %c [psi] <br />6.000 17 1 4000 <br />Calculations <br />z z <br />ANc [In._1___ ._........._ANCO [In. ] t�lecl.N.._____..._.._{�ec2�N..________—..._�._.....liredN_GP..=N_..._.._......__._........-_.._Nn Ilbl_...------... <br />217.56 95.06 1.000 1.000 1.000 1.000 6299 <br />Results <br />Nrby [lb] Oconcrete 0 Ncbg [lb] Nua [lb] <br />14417 0.650 9371 9300 <br />Input data and results must be checked for agreement with the existing conditions and for plausibility! <br />PROFIS Anchor (c) 2003-2009 HIM AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />24 <br />