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www.hilti.com <br />Hilti PROFIS Engineering 3.0.88 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2023 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 />Motive Energy <br />17260 Newhope St <br />7149490669 | <br />Copy - Orangewood_42_ Piles - X-X Direction_RCIII <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />3 <br />Elie Sayegh <br />ESayegh@motive-energy.com <br />11/10/2023 <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 />1.41 75,000 <br />Calculations <br />Nsa [kip] <br />105.750 <br />Results <br />Nsa [kip]f steel f Nsa [kip]Nua [kip] <br />105.750 0.750 79.312 45.482 <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 2.62 1.000 4,500 <br />Calculations <br />Np [kip] <br />94.212 <br />Results <br />Npn [kip]f concrete f seismic f nonductile f Npn [kip]Nua [kip] <br />94.212 0.700 0.750 1.000 49.461 45.482 <br />Page 20 <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024