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www.hilti.us <br />LM.1 I WE M <br />Profis Anchor 2.7.7 <br />Company: KPFF Consulting Engineers Page: 3 <br />Specifier: Tom Hudgings Project: KP Everett <br />Address: Sub -Project I Pos. No.: Transformer Relocation <br />Phone I Fax: Date: 3/18/2020 <br />E-Mail: <br />3.2 Concrete Breakout Strength <br />ANC <br />Ncbg — �ANcO) W ec,N Y ed,N W c,N W cp,N No <br />Ncbg > Nua <br />AN, see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) <br />ANco = 9 h2 <br />ef <br />1 <br />Wec,N =1+2eN 51.0 <br />3 hef <br />Wed,N =0.7+0.3 '5hm <1.0 <br />1.5hef <br />W cp,N = MAX1/Ca,min 1.5hef c 1.0 <br />Cac Cac <br />Nb = kc A ;f: hef5 <br />Variables <br />hef [in.] ec1,N [in] ec2,N [in.] <br />3.880 0.000 0.000 <br />cac [in.] <br />kc <br />k <br />5.820 <br />17 <br />1 <br />Calculations <br />AN, [in.2] <br />ANco [in.2] <br />W ec1,N <br />135.49 <br />135.49 <br />1.000 <br />Results <br />Ncbg [lb] <br />concrete <br />Ncbg [lb] <br />9,187 <br />0.650 <br />5,972 <br />ACI 318-08 Eq. (D-5) <br />ACI 318-08 Eq. (D-1) <br />ACI 318-08 Eq. (D-6) <br />ACI 318-08 Eq. (D-9) <br />ACI 318-08 Eq. (D-11) <br />ACI 318-08 Eq. (D-13) <br />ACI 318-08 Eq. (D-7) <br />a,min [In.] <br />W c,N <br />16.500 <br />1.000 <br />f� [psi] <br />5,000 <br />W ec2,N <br />W ed,N W cp,N Nb [lb] <br />1.000 <br />1.000 1.000 9,187 <br />Nua [lb] <br />1,502 <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 />