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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 />Concrete - Mar 4, 2025 (1) <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />2 <br />3/6/2025 <br />1.1 Design results <br />Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] <br />1 Combination 1 N = 4,230; Vx = 0; Vy = 286; <br />Mx = 0; My = 0; Mz = 0; <br />no 79 <br />Tension <br />1 2 <br />3 4 <br />x <br />y2 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 1,057 72 0 72 <br />2 1,057 72 0 72 <br />3 1,057 72 0 72 <br />4 1,057 72 0 72 <br />Max. concrete compressive strain: - [‰] <br />Max. concrete compressive stress: - [psi] <br />Resulting tension force in (x/y)=(0.000/0.000): 4,230 [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*1,057 8,433 13 OK <br /> Pullout Strength*N/A N/A N/A N/A <br /> Concrete Breakout Failure**4,230 5,362 79 OK <br /> * highest loaded anchor **anchor group (anchors in tension) <br />8 of 89 <br />3201 S Halladay St <br />5/5/2025