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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 />7 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br />Tesla <br /> | <br />Power Supply <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />7 <br />Kirill Voronov <br />kvoronov@tesla.com <br />10/9/2023 <br />4.2 Pryout Strength (Bond Strength controls) <br />Vcp =kcp[(ANa <br />ANa0)y ed,Na y cp,Na Nba ] ACI 318-19 Eq. (17.7.3.1a) <br />f Vcp ³ Vua 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 />kcp aoverhead t k,c,uncr [psi]da [in.]hef [in.]ca,min [in.]t k,c [psi] <br />2 1.000 2,220 0.500 3.000 2.500 1,135 <br />cac [in.]l a aN,seis <br />4.427 1.000 0.990 <br />Calculations <br />cNa [in.]ANa [in.2]ANa0 [in.2]y ed,Na <br />7.071 25.00 200.00 0.806 <br />y cp,Na Nba [lb] <br />1.000 5,295 <br />Results <br />Vcp [lb]f concrete f seismic f nonductile f Vcp [lb]Vua [lb] <br />1,067 0.700 1.000 1.000 747 63 <br />36 1312 E Warner Ave - <br />101117461 & 201815044/29/2024