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www.hilti.com <br />Hilti PROFIS Engineering 3.1.4 <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 />PLATE ON COLUMN <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />2 <br />10/15/2024 <br />1.1 Design results <br />Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] <br />1 Combination 1 N = 0; Vx = 0; Vy = -370; <br />Mx = 26,640; My = 0; Mz = 0; <br />yes 50 <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 0 92 0 -92 <br />2 0 92 0 -92 <br />3 1,309 92 0 -92 <br />4 1,309 92 0 -92 <br />Max. concrete compressive strain: 0.05 [‰] <br />Max. concrete compressive stress: 208 [psi] <br />Resulting tension force in (x/y)=(0.000/4.875): 2,618 [lb] <br />Resulting compression force in (x/y)=(0.000/-5.300): 2,618 [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*1,309 7,965 17 OK <br /> Pullout Strength*N/A N/A N/A N/A <br /> Concrete Breakout Failure**2,618 5,320 50 OK <br /> * highest loaded anchor **anchor group (anchors in tension) <br />T-MOBILE <br />LA02034A <br />21 of 28