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www.hilti.com <br />Hilti PROFIS Engineering 3.1.1 <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 />2 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />Buffer and Palletizer Anchorage <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />2 <br />7/19/2024 <br />1.1.1 Design results <br />Case Description Forces [lb] / Moments [ft.lb]Seismic Max. Util. Anchor [%] <br />1 Combination 1 N = -14,254; Vx = 3,885; Vy = 0; <br />Mx = 0.000; My = 101,198.000; Mz = 16,992.000; <br />no 100 <br />1.2 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 />1 642 951 836 -453 <br />2 7,088 850 845 -94 <br />3 0 846 829 172 <br />4 109 939 805 484 <br />5 11,530 804 625 -506 <br />6 299 744 531 521 <br />7 11,454 644 249 -594 <br />8 258 596 159 574 <br />9 671 640 -218 -601 <br />10 7,038 378 -255 -279 <br />11 0 336 -269 203 <br />12 116 626 -252 573 <br />resulting tension force in (x/y)=(-16.106/-0.030): 39,206 [lb] <br />resulting compression force in (x/y)=(-0.855/0.012): 62,204 [lb] <br /> Anchor forces are calculated based on a component-based Finite Element Method (CBFEM) <br />1.3 Tension load <br />Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status <br /> Steel Strength*11,530 14,550 80 OK <br /> Bond Strength**39,206 45,109 87 OK <br /> Sustained Tension Load Bond Strength*N/A N/A N/A N/A <br /> Concrete Breakout Failure**39,206 41,454 95 OK <br /> * highest loaded anchor **anchor group (anchors in tension) <br />1995 S Standard Ave- <br />Concrete Pads10/15/2024