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www.hilti.us <br />Company: <br />Specifier: <br />Address: <br />Phone 1 Fax: <br />E-Mail: <br />3.2 Concrete Breakout Strength <br />Ncb = ( ANVr ed,N W c,N W cp,N Nb <br />y Ncb > Nua <br />ANc see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) <br />ANcp = 9 her <br />1 <br />W ec,N = (1 + 2 eN <_ 1.0 <br />` 3 her <br />Wed,N =0.7+0.3 (Ca=min)51.0 <br />1.5het <br />W cp,N = MAX(C=min 1.5h 5 1.0 <br />� �Cac Cac <br />Nb = kc X a Vfc hers <br />Variables <br />her [In. <br />1.520 <br />Cac [In.] <br />2.750 <br />Page: <br />Project: <br />Sub -Project I Pos. No.: <br />Date: <br />ACI 318-14 Eq. (17.4.2.1a) <br />ACI 318-14 Table 17.3.1.1 <br />ACI 318-14 Eq. (17.4.2.1c) <br />ACI 318-14 Eq. (17.4.2.4) <br />ACI 318-14 Eq. (17.4.2.5b) <br />ACI 318-14 Eq. (17.4.2.7b) <br />ACI 318-14 Eq. (17.4.2.2a) <br />c1,N [in.] _ ec2,N [in.] Ca,min [in.] _ Vr c,N <br />0.000 0.000 4.000 1.000 <br />kc ),, a tc [PSI] <br />17 1.000 3,000 <br />reuoil� <br />Profis Anchor 2.7.9 <br />3 <br />9/1 /2020 <br />Calculations1 1 <br />AN. [in•2] ANcO [In 2] W ect,N W ec2,N W ed,N W cp,N Nb [lb) <br />20.79 20.79 1.000 1.000 1.000 1.000 1,745 <br />Results <br />Nb [lb] conuete seismic nonducdle Ncb [lb] Nua [lb] <br />1,745 0.650 0.750 1.000 851 375 <br />Input data and results must be checked for agreement with the existing conditions and for plausibility! 9 <br />PROFIS Anchor (c) 2003-2009 HIM AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />