Laserfiche WebLink
www.hilti.com <br />Hilti PROFIS Engineering 3.1.16 <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 />250606 - SF Concrete - June 16, 2025 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />3 <br />6/16/2025 <br />1.1 Design results <br />Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] <br />1 Combination 1 N = 0; Vx = 0; Vy = 201; <br />Mx = 0; My = 0; Mz = 0; <br />no 30 <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 0 201 0 201 <br />3 Tension load <br />Load Nua [lb]Capacity f Nn [lb]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) <br />19