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www.hilti.com <br />Hilti PROFIS Engineering 3.1.23 <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 />3 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />Concrete - Oct 29, 2025 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />3 <br />10/30/2025 <br />1.1 Design results <br />Case Description Forces [kip] / Moments [ft.kip]Seismic Max. Util. Anchor [%] <br />1 Combination 1 N = 0.000; Vx = 1.642; Vy = 0.000; <br />Mx = 0.00000; My = 0.00000; Mz = 0.00000; <br />yes 79 <br />2 Load case/Resulting anchor forces <br />Anchor reactions [kip] <br />Tension force: (+Tension, -Compression) <br />Anchor Tension force Shear force Shear force x Shear force y <br />1 0.000 1.642 1.642 0.000 <br />3 Tension load <br />Load Nua [kip]Capacity f Nn [kip]Utilization bN = Nua/f Nn Status <br /> Steel Strength*N/A N/A N/A N/A <br /> Pullout Strength*N/A N/A N/A N/A <br /> Concrete Breakout Failure**N/A N/A N/A N/A <br /> * highest loaded anchor **anchor group (anchors in tension)