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www.hilti.com <br />Hilti PROFIS Engineering 3.0.68 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />3 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br />ABS Consulting <br />300 Commerce, Suite 150 <br />714-734-2583 | <br />Leprino Tracy - HPR1/IC1 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />3 <br />T. Rich <br />trich@absconsulting.com <br />4/2/2021 <br />3.1 Steel Strength <br />Nsa = Ase,N futa ACI 318-14 Eq. (17.4.1.2) <br />f Nsa ³ Nua ACI 318-14 Table 17.3.1.1 <br />Variables <br />Ase,N [in.2]futa [psi] <br />0.61 58,000 <br />Calculations <br />Nsa [lb] <br />35,148 <br />Results <br />Nsa [lb]f steel f Nsa [lb]Nua [lb] <br />35,148 0.750 26,361 24,137 <br />3.2 Pullout Strength <br />NpN = y c,p Np ACI 318-14 Eq. (17.4.3.1) <br />Np = 8 Abrg f' <br />c ACI 318-14 Eq. (17.4.3.4) <br />f NpN ³ Nua ACI 318-14 Table 17.3.1.1 <br />Variables <br />y c,p Abrg [in.2]l a f' <br />c [psi] <br />1.000 1.50 1.000 4,000 <br />Calculations <br />Np [lb] <br />48,032 <br />Results <br />Npn [lb]f concrete f seismic f nonductile f Npn [lb]Nua [lb] <br />48,032 0.700 0.750 1.000 25,217 24,137