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www.hilti.com <br />Hilti PROFIS Engineering 3.0.89 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2023 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 Lateral Spurgeon <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />2 <br />12/10/2023 <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 = 183; Vy = -232; <br />Mx = 0; My = 0; Mz = 0; <br />no 73 <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 0 295 183 -232 <br />max. compressive strain: - [‰] <br />max. compressive stress: - [psi] <br />resulting tension force in (x/y)=(0.000/0.000): 0 [lb] <br />resulting compression force in (x/y)=(0.000/0.000): 0 [lb] <br />STAIR 1 AND 3SEGMENT A-B <br />Page 17