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www.hilti.com <br />Hilti PROFIS Engineering 3.1.10 <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 />SimonMed Santa Ana Mech'l Yrd Fence Post <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />3 <br />2/24/2025 <br />3.1 Steel Strength <br />Nsa = ESR value            refer to ICC-ES ESR-4266 <br />f  Nsa ³ Nua            ACI 318-19 Table 17.5.2 <br />Variables <br />Ase,N [in.2]futa [psi] <br />0.24 100,504 <br />Calculations <br />Nsa [lb] <br />24,055 <br />Results <br />Nsa [lb]f steel f nonductile f  Nsa [lb]Nua [lb] <br />24,055 0.750 1.000 18,041 2,260 <br />3.2 Pullout Strength <br />Npn,f' <br />c <br />= Np,2500 l a (fc'/2500)0.5            refer to ICC-ES ESR-4266 <br />f  Npn,f' <br />c <br />³ Nua            ACI 318-19 Table 17.5.2 <br />Variables <br />f' <br />c [psi]l a Np,2500 [lb] <br />2,500 1.000 8,799 <br />Calculations <br />(fc'/2500)0.5 <br />1.000 <br />Results <br />Npn,f' <br />c <br /> [lb]f concrete f seismic f nonductile <br />f  Npn,f' <br />c <br /> [lb]Nua [lb] <br />8,799 0.650 0.750 1.000 4,289 2,260 <br />12 <br />1