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Page 6 of 32 <br />Hilti PROFIS Engineering 3.0.85 <br />www.hilti.com <br />Company: <br />Address: <br />Phone I Fax: <br />Design: 39451-2-HILTI <br />Fastening point: <br />2 Load case/Resulting anchor forces <br />Load case: Service loads <br />Anchor reactions [lb] <br />Tension force: (+Tension, -Compression) <br />Anchor Tension force Shear force <br />Shear force x Shear force y <br />1 144 34 <br />26 <br />-23 <br />2 135 34 <br />26 <br />-23 <br />3 127 34 <br />26 <br />-23 <br />4 14 34 <br />26 <br />-23 <br />5 5 34 <br />26 <br />-23 <br />6 0 34 <br />26 <br />-23 <br />max. compressive strain: 0.03 [%o] <br />max. compressive stress: 35 [psi] <br />resulting tension force in (x/y)=(-1.824/1.234): 425 [lb] <br />resulting compression force in (x/y)=(2.697/-4.062): 425 [lb] <br />Anchor forces are calculated based on the assumption of a <br />rigid anchor plate. <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROMS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />T <br />3 <br />4/21 /2023 <br />3 <br />