Laserfiche WebLink
www.hilti.com <br />Hilti PROFIS Engineering 3.1.11 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2025 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 /> | <br />McGuff Enclosure Post Anchorage <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />3 <br />3/12/2025 <br />3.1 Steel Strength <br />Nsa = Ase,N futa ACI 318-19 Eq. (17.6.1.2) <br />f Nsa ³ Nua ACI 318-19 Table 17.5.2 <br />Variables <br />Ase,N [in.2]futa [psi] <br />0.23 58,000 <br />Calculations <br />Nsa [lb] <br />13,108 <br />Results <br />Nsa [lb]f steel f Nsa [lb]Nua [lb] <br />13,108 0.750 9,831 4,800 <br />3.2 Pullout Strength <br />NpN = y c,p Np ACI 318-19 Eq. (17.6.3.1) <br />Np = 8 Abrg f' <br />c ACI 318-19 Eq. (17.6.3.2.2a) <br />f NpN ³ Nua ACI 318-19 Table 17.5.2 <br />Variables <br />y c,p Abrg [in.2]l a f' <br />c [psi] <br />1.000 0.45 1.000 2,500 <br />Calculations <br />Np [lb] <br />9,080 <br />Results <br />Npn [lb]f concrete f Npn [lb]Nua [lb] <br />9,080 0.700 6,356 4,800