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www.hilti.com <br />Hilti PROFIS Engineering 3.1.14 <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 />2 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br />E2 Consulting Engineers <br /> | <br />Level 3 Double Charger <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />2 <br />Michael Phillips, PE <br />5/19/2025 <br />1.1 Design results <br />Case Description Forces [lb] / Moments [ft.lb]Seismic Max. Util. Anchor [%] <br />1 Combination 1 N = -1,080; Vx = 334; Vy = 0; <br />Mx = 2,404.000; My = 0.000; Mz = 0.000; <br />yes 17 <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 27 56 56 0 <br />2 27 56 56 0 <br />3 150 56 56 0 <br />4 150 56 56 0 <br />5 274 56 56 0 <br />6 274 56 56 0 <br />Max. concrete compressive strain: 0.01 [‰] <br />Max. concrete compressive stress: 63 [psi] <br />Resulting tension force in (x/y)=(0.025/5.038): 901 [lb] <br />Resulting compression force in (x/y)=(0.025/-12.267): 1,981 [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*274 4,637 6 OK <br /> Pullout Strength*N/A N/A N/A N/A <br /> Concrete Breakout Failure**901 5,305 17 OK <br /> * highest loaded anchor **anchor group (anchors in tension) <br />3.1 Steel Strength <br />Nsa [lb]f f Nsa [lb]Nua [lb] <br />6,182 0.750 4,637 274