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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 />Depal - Anchorage Design <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />2 <br />7/19/2024 <br />1.1 Design results <br />Case Description Forces [lb] / Moments [ft.lb]Seismic Max. Util. Anchor [%] <br />1 Combination 1 N = 10,380; Vx = 369; Vy = 84; <br />Mx = 543.000; My = 73.000; Mz = 106.000; <br />no 69 <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 5,713 360 341 -115 <br />2 6,699 201 28 199 <br />max. concrete compressive strain: 0.35 [‰] <br />max. concrete compressive stress: 1,519 [psi] <br />resulting tension force in (x/y)=(-0.781/1.219): 12,412 [lb] <br />resulting compression force in (x/y)=(-4.343/4.237): 2,032 [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*6,699 14,550 47 OK <br /> Bond Strength**12,412 19,623 64 OK <br /> Sustained Tension Load Bond Strength*N/A N/A N/A N/A <br /> Concrete Breakout Failure**12,412 18,075 69 OK <br /> * highest loaded anchor **anchor group (anchors in tension) <br />1995 S Standard Ave- <br />Concrete Pads10/15/2024