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www.hilti.com <br />Hilti PROFIS Engineering 3.0.88 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2023 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 />Tesla <br /> | <br />CMA <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />2 <br />Kirill Voronov <br />kvoronov@tesla.com <br />10/9/2023 <br />1.1 Design results <br />Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] <br />1 Combination 1 N = 1,764; Vx = 1,679; Vy = 504; <br />Mx = 0; My = 0; Mz = 0; <br />yes 99 <br />Tension <br />1 x <br />y2 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 1,764 1,753 1,679 504 <br />max. concrete compressive strain: - [‰] <br />max. concrete compressive stress: - [psi] <br />resulting tension force in (x/y)=(0.000/0.000): 1,764 [lb] <br />resulting compression force in (x/y)=(0.000/0.000): 0 [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*1,764 14,132 13 OK <br /> Pullout Strength*N/A N/A N/A N/A <br /> Concrete Breakout Failure**1,764 2,683 66 OK <br />* highest loaded anchor **anchor group (anchors in tension) <br />7 1312 E Warner Ave - <br />101117461 & 201815044/29/2024