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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 =-10,000; Vx = 0; Vy = 1,900; no 97 <br />Mx = 55,000; My =-120,000; 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 />498 <br />-37 <br />497 <br />2 <br />360 <br />64 <br />-37 <br />-52 <br />3 <br />276 <br />498 <br />37 <br />497 <br />4 <br />1,072 <br />64 <br />37 <br />-52 <br />5 <br />974 <br />40 <br />37 <br />15 <br />6 <br />263 <br />40 <br />-37 <br />15 <br />7 <br />406 <br />409 <br />37 <br />407 <br />8 <br />0 <br />409 <br />-37 <br />407 <br />9 <br />877 <br />91 <br />37 <br />82 <br />10 <br />166 <br />91 <br />-37 <br />82 <br />Max. concrete compressive strain: 0.08 [%°] <br />Max. concrete compressive stress: 361 [psi] <br />Resulting tension force in (x/y)=(11.102/2.134): 4,393 [lb] <br />Resulting compression force in (x/y)=(-20.582/-3.170): 14,393 [lb] <br />Anchor forces are calculated based on the assumption of a rigid anchor plate. <br />3 Tension load <br />y o o t <br />o1 8 Teq3jDno6 02 <br />Compression <br />Load Nua [lb] Capacity 11) N° [lb] Utilization PN = N°a/+ N„ Status <br />Steel Strength* 1,072 <br />Pullout Strength* N/A <br />Concrete Breakout Failure** 4,393 <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 7 OK <br />N/A N/A N/A <br />6,125 72 OK <br />2 <br />