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Hilti PROFIS Engineering 3.0.82 <br />www.hilti.com <br />Company: Page: 2 <br />Address: Specifier: <br />Phone I Fax: E-Mail: <br />Design: Concrete - Jan 12, 2023 (1) Date: 1/13/2023 <br />Fastening point: <br />1.1 Design results <br />Case Description Forces [lb] / Moments [in.lb] Seismic Max. Util. Anchor [%] <br />1 Combination 1 N = 825; Vx = 0; Vy = 0; no 26 <br />Mx = 0; my = 0; Mz = 0; <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 <br />1 825 0 0 0 <br />max. concrete compressive strain: - [%°] <br />max. concrete compressive stress: - [psi] <br />resulting tension force in (x/y)=(0.000/0.000): 825 [lb] <br />resulting compression force in (x/y)=(0.000/0.000): 0 [lb] <br />Anchor forces are calculated based on the assumption of a rigid anchor plate. <br />3 Tension load <br />Load Nua [lb] <br />Steel Strength` 825 <br />Pullout Strength` 825 <br />Concrete Breakout Failure— 825 <br />" highest loaded anchor "'anchor group (anchors in tension) <br />y <br />Capacity � N [lb] Utilization (tN = Nua/t N Status <br />15,798 6 OK <br />3,245 26 OK <br />3,999 21 OK <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c) 2003-2023 Hilt! AG, FL-9494 Schaan Hilt! is a registered Trademark of Hilt! AG, Schaan <br />2 <br />