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Hilti PROFIS Engineering 3.0.93 <br />www.hilti.com <br />Company:Page:9 <br />Address:Specifier: <br />Phone I Fax:|E-Mail: <br />Design:Copy -RAUN 216-10 - Base Anchor Date:4/19/2024 <br />Fastening point: <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />9 <br />2.4.1.2 Plastic strain <br />Results below are displayed for the decisive load combination: 1 - Combination 1 <br />5.00% <br />0.00% <br />2.4.2 Plate hole bearing resistance, AISC 360-16 Section J3 <br />Decisive load combination: 1 - Combination 1 <br />Equations <br />Rn =min(1.2 lc t Fu , 2.4 d t Fu)(AISC 360-16 J3-6a, c) <br />FRn =0.75 Rn <br />V ≤FRn <br />Variables <br />lc [in]t [in]Fu [psi]d [in]Rn [lb] <br />Anchor 1 1.786 0.375 58,000 0.750 39,171 <br />Anchor 2 3.781 0.375 58,000 0.750 39,171 <br />Results <br />V [lb]FRn [lb]Utilization [%]Status <br />Anchor 1 185 29,378 1 OK <br />Anchor 2 188 29,378 1 OK <br />2.5 Concrete <br />Decisive load combination: 1 - Combination 1 <br />1900 E 4th St - <br />1011190678/9/2024