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www.hilti.com <br />Hilti PROFIS Engineering 3.0.94 <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 />3 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />Masonry - May 5, 2024 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />3 <br />5/14/2024 <br />2 Load case/Resulting anchor forces <br />Anchor reactions [lb] <br />Tension force: (+Tension, -Compression) <br />Anchor Tension force Shear force Shear force x Shear force y <br />1 0 1,838 0 -1,838 <br />2 0 1,838 0 -1,838 <br />3 0 1,838 0 -1,838 <br />max. concrete compressive strain: 0.00 [‰] <br />max. concrete compressive stress: 0 [psi] <br />resulting tension force in (x/y)=(-/-): 0 [lb] <br />resulting compression force in (x/y)=(-/-): 0 [lb] <br /> Anchor forces are calculated based on the assumption of a rigid anchor plate. <br />Page 38