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www.hllti.us <br />Company: <br />Specifier: <br />Address: <br />Phone I Fax: <br />E-Mail: <br />3.3 Concrete Breakout Strength <br />Ncbp <br />c l kIfec,N 1Ved,N Wc,N tVcp,N Nb <br />— \ANANO <br />ACI 318-08 Eq. (D-5) <br />N bg <br />a Nua <br />ACI 318-08 Eq. (D-1) <br />ANC <br />see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) <br />ANcn <br />= 9 h2f <br />ACI 318-08 Eq. (D-6) <br />1 <br />1!fec,N <br />= 2 eN 5 1.0 <br />1 + <br />ACI 318-08 Eq. (D-9) <br />3h. <br />tped.N <br />= 0.7 + 0.3 \ Ca h <br />1.51 51.0 <br />er <br />ACI 318-08 Eq. (D-11) <br />Vcp N <br />= MAX C._m,n 1.5haf1 ,51.0 <br />`` CRC Cac j <br />ACI 318-08 Eq. (D-13) <br />Nb <br />= ko % � heis <br />ACI 318-08 Eq. (D-7) <br />, k _ram " ,Rr"7, <br />_' <br />f" <br />Profis Anchor 2.6.5 <br />Page: 3 <br />Project: <br />Sub -Project I Pos. No.: <br />Date: 5/20/2016 <br />Variablesf [in.] 1 <br />hef n.] ec1,N [in.] ec2,N [in.] ca,min [in.] 1Vc,N <br />3.250 0.000 0.000 1.000 <br />c,,,; [in.] _ k,, X f,� [psi] <br />6.000 17 1 4000 <br />Calculations <br />A,,, [in.`] <br />ANoo [i� 2]hec2___..-...._._-...Y <br />:N..._....... �P..:N...__.___......._ Nb [lb] <br />143.81 <br />95.06 <br />1.000 <br />1.000 1.000 1.000 6299 <br />Results <br />Ncbj [lb] <br />Oconcrete <br />Ncbp [lb] <br />Nu. [lb] <br />9530 <br />0,650 <br />6194 <br />6150 <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 />17 <br />