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Hilti PROFIS Engineering 3.1.8 <br />www.hilti.com <br />Company: Page: 2 <br />Address: Specifier: <br />Phone I Fax: E-Mail: <br />Design: Concrete - Dec 18, 2024 Date: 12/18/2024 <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 =-5,500; Vx = 1,900; Vy = 0; no 53 <br />Mx = 0; My =-276,000; Mz = 0; <br />2 Load case/Resulting anchor forces <br />Anchor reactions [lb] <br />Tension force: (+Tension, -Compression) <br />Anchor <br />Tension force <br />Shear force <br />Shear force x <br />Shear force <br />1 <br />0 <br />190 <br />190 <br />0 <br />2 <br />1,144 <br />190 <br />190 <br />0 <br />3 <br />0 <br />190 <br />190 <br />0 <br />4 <br />1,144 <br />190 <br />190 <br />0 <br />5 <br />975 <br />190 <br />190 <br />0 <br />6 <br />975 <br />190 <br />190 <br />0 <br />7 <br />0 <br />190 <br />190 <br />0 <br />8 <br />0 <br />190 <br />190 <br />0 <br />9 <br />806 <br />190 <br />190 <br />0 <br />10 <br />806 <br />190 <br />190 <br />0 <br />Max. concrete compressive strain: 0.04 [%°] <br />Max. concrete compressive stress: 196 [psi] <br />Resulting tension force in (x/y)=(17.194/-0.000): 5,848 [lb] <br />Resulting compression force in (x/y)=(-26.366/-0.000): 11,348 [lb] <br />Anchor forces are calculated based on the assumption of a rigid anchor plate. <br />3 Tension load <br />y ° ° <br />• <br />Co 8 °1 °2 <br />Load Nua [lb] Capacity 11) N° [lb] Utilization PN = N°a/+ N„ Status <br />Steel Strength* 1,144 <br />Pullout Strength* N/A <br />Concrete Breakout Failure** 5,848 <br />* highest loaded anchor **anchor group (anchors in tension) <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />15,736 8 OK <br />N/A N/A N/A <br />11,158 53 OK <br />2 <br />