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www.hilti.com <br />Hilti PROFIS Engineering 3.1.29 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2026 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 />Concrete - Mar 16, 2026 (1) <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />2 <br />4/9/2026 <br />1.1 Design results <br />Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] <br />1 Combination 1 N = 3,808; Vx = 2,058; Vy = 0; <br />Mx = 0; My = 0; Mz = 0; <br />yes 39 <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 />1 169 394 334 209 <br />2 169 394 334 -209 <br />3 1,735 726 695 209 <br />4 1,735 726 695 -209 <br />Max. concrete compressive strain: - [‰] <br />Max. concrete compressive stress: - [psi] <br />Resulting tension force in (x/y)=(-0.000/5.140): 3,808 [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 />3 Tension load <br />Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status <br /> Steel Strength*1,735 13,157 14 OK <br /> Pullout Strength*N/A N/A N/A N/A <br /> Concrete Breakout Failure**3,808 9,945 39 OK <br /> * highest loaded anchor **anchor group (anchors in tension)