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6 of 32 <br />Hilti PROMS Engineering 3.0.85 <br />www.hilti.com <br />Company: <br />Page: <br />Address: <br />Specifier: <br />Phone I Fax: <br />E-Mail: <br />Design: Drafts_39451-3-HILTI (1) <br />Date: <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 Shear force x Shear force y <br />1 80 34 26 -23 <br />2 71 34 26 -23 <br />3 63 34 26 -23 <br />4 10 34 26 -23 <br />5 1 34 26 -23 <br />6 0 34 26 -23 <br />max. compressive strain: 0.01 [%o] <br />max. compressive stress: 14 [psi] <br />resulting tension force in (x/y)=(-3.601/1.978): 226 [lb] <br />resulting compression force in (x/y)=(4.909/-7.991): 226 [lb] <br />Anchor forces are calculated based on the assumption of a 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 />3 <br />4/28/2023 <br />3 <br />