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www.hilti.com <br />Hilti PROFIS Engineering 3.0.94 <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 />AXIOM MATERIALS INC 23-1019-4_RACEWAY AN <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />2 <br />Al <br />5/16/2024 <br />1.1 Design results <br />Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] <br />1 Load case: Design loads N = 2,498; Vx = 0; Vy = -1,040; <br />Mx = 0; My = 0; Mz = 0; <br />yes 100 <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 2,498 1,040 0 -1,040 <br />max. concrete compressive strain: - [‰] <br />max. concrete compressive stress: - [psi] <br />resulting tension force in (x/y)=(0.000/0.000): 2,498 [lb] <br />resulting compression force in (x/y)=(-/-): 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*2,498 8,433 30 OK <br /> Pullout Strength*N/A N/A N/A N/A <br /> Concrete Breakout Failure**2,498 2,873 87 OK <br /> * highest loaded anchor **anchor group (anchors in tension) <br />Page 50 of 68 <br />2331 S Pullman St <br />2/18/2025