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www.hilti.com <br />Hilti PROFIS Engineering 3.1.11 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />2 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />Masonry - Mar 6, 2025 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />2 <br />3/6/2025 <br />Geometry [in.] & Loading [lb, in.lb] <br />1.1 Design results <br />Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] <br />1 Combination 1 N = 0; Vx = 0; Vy = 250; <br />Mx = 0; My = 0; Mz = 0; <br />no 61 <br />Tension <br />Compression <br />1 xy <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 />1 287 250 0 250 <br />max. compressive strain: 0.06 [‰] <br />max. compressive stress: 75 [psi] <br />Resulting tension force in (x/y)=(0.000/0.000): 287 [lb] <br />Resulting compression force in (x/y)=(0.000/1.091): 287 [lb] <br /> Anchor forces are calculated based on the assumption of a rigid anchor plate. <br />84 of 89 <br />3201 S Halladay St <br />5/5/2025