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www.hilti.com <br />Hilti PROFIS Engineering 3.1.14 <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 />4 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />DLX8 Transformer ANCHORAGE <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />4 <br />4/15/2025 <br />3.1 Steel Strength <br />Nsa = ESR value refer to ICC-ES ESR-3814 <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 />13,110 <br />Results <br />Nsa [lb]f steel f Nsa [lb]Nua [lb] <br />13,110 0.750 9,832 1,267 <br />3.2 Bond Strength <br />Na = (ANa <br />ANa0)y ed,Na y cp,Na Nba ACI 318-19 Eq. (17.6.5.1a) <br />f Na ³ Nua ACI 318-19 Table 17.5.2 <br />ANa see ACI 318-19, Section 17.6.5.1, Fig. R 17.6.5.1(b) <br />ANa0 = (2 cNa)2 ACI 318-19 Eq. (17.6.5.1.2a) <br />cNa = 10 da √t uncr <br />1100 ACI 318-19 Eq. (17.6.5.1.2b) <br />y ed,Na = 0.7 + 0.3 (ca,min <br />cNa )£ 1.0 ACI 318-19 Eq. (17.6.5.4.1b) <br />y cp,Na = MAX(ca,min <br />cac <br />, cNa <br />cac )£ 1.0 ACI 318-19 Eq. (17.6.5.5.1b) <br />Nba = l a · t k,c · aN,seis · p · da · hef ACI 318-19 Eq. (17.6.5.2.1) <br />Variables <br />t k,c,uncr [psi]da [in.]hef [in.]ca,min [in.]aoverhead t k,c [psi] <br />2,313 0.625 9.000 6.000 1.000 1,295 <br />cac [in.]l a aN,seis <br />19.057 1.000 0.950 <br />Calculations <br />cNa [in.]ANa [in.2]ANa0 [in.2]y ed,Na <br />9.022 225.67 325.60 0.900 <br />y cp,Na Nba [lb] <br />1.000 21,739 <br />Results <br />Na [lb]f bond f seismic f nonductile f Na [lb]Nua [lb] <br />13,553 0.650 0.750 1.000 6,607 1,267 <br />S-39