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Hilti PROFIS Engineering 3.1.8 <br />www.hilti.com <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br />3.1 Steel Strength <br />Nsa = ESR value <br />0 Nsa ? Nua <br />Variables <br />Ase N [in.) <br />0.27 <br />Calculations <br />Nsa [lb] <br />24,210 <br />Results <br />I <br />Concrete - Dec 18, 2024 <br />refer to ICC-ES ESR-3027 <br />ACI 318-19 Table 17.5.2 <br />fut. [psi] <br />90,180 <br />Page: 3 <br />Specifier: <br />E-Mail: <br />Date: 12/18/2024 <br />Nsa [lb] � steel <br />Nsa [I131 <br />Nua [lb] <br />24,210 0.650 <br />15,736 <br />1,072 <br />3.2 Concrete Breakout Failure <br />Ncbg _ QN. W ec,N Wed,N Wc,N Wcp,N Nb <br />ACI 318-19 Eq. (17.6.2.1b) <br />NcO <br />Ncbg > Nua <br />ACI 318-19 Table 17.5.2 <br />ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b) <br />ANco = 9 hef <br />ACI 318-19 Eq. (17.6.2.1.4) <br />1 <br />W ec,N = 2 eN < 1.0 <br />1 +— <br />ACI 318-19 Eq. (17.6.2.3.1) <br />\ / <br />3 hef <br />W ed,N = 0.7 + 0.3 (Gamin / < 1.0 <br />1.5hef <br />ACI 318-19 Eq. (17.6.2.4.1 b) <br />W cp,N = MAX(c—min 1 •`Jh) < 1.0 <br />ACI 318-19 Eq. (17.6.2.6.1 b) <br />Crac Cac <br />Nb = kc "a yfc hef <br />ACI 318-19 Eq. (17.6.2.2.1) <br />Variables <br />hef [in.] ec1,N [in.] <br />ec2,N [in.] <br />Ca,min [in.] W c,N <br />2.390 4.352 <br />1.301 <br />1.000 <br />Cac [In.] kc <br />X a <br />fc [psi] <br />3.630 17 <br />1.000 <br />4,000 <br />Calculations) <br />AN, [in•21 ANco [in•21 <br />W ecl,N <br />Wec2,N Wed,N Wcp,N Nb [lb] <br />367.94 51.41 <br />0.452 <br />0.734 1.000 1.000 3,973 <br />Results <br />Ncb, [lb] concrete <br />Ncbq [lb] <br />Nua [lb] <br />9,423 0.650 <br />6,125 <br />4,393 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c) 2003-2024 Hilt! AG, FL-9494 Schaan Hilt! is a registered Trademark of Hilt! AG, Schaan <br />3 <br />