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www.hilti.com <br />Hilti PROFIS Engineering 3.1.11 <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 /> | <br />McGuff Enclosure Post Anchorage <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />2 <br />3/12/2025 <br />1.1 Design results <br />Case Description Forces [lb] / Moments [ft.lb]Seismic Max. Util. Anchor [%] <br />1 Combination 1 N = 0; Vx = 704; Vy = 0; <br />Mx = 0.000; My = 7,744.000; Mz = 0.000; <br />no 76 <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 4,800 212 205 -52 <br />2 0 212 205 52 <br />3 4,800 156 147 -52 <br />4 0 156 147 52 <br />Max. concrete compressive strain: 0.22 [‰] <br />Max. concrete compressive stress: 975 [psi] <br />Resulting tension force in (x/y)=(-4.500/0.000): 9,600 [lb] <br />Resulting compression force in (x/y)=(5.180/0.000): 9,600 [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*4,800 9,831 49 OK <br /> Pullout Strength*4,800 6,356 76 OK <br /> Concrete Breakout Failure**9,600 15,483 63 OK <br /> Concrete Side-Face Blowout, direction **N/A N/A N/A N/A <br /> * highest loaded anchor **anchor group (anchors in tension)