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www.hilti.com <br />Hilti PROFIS Engineering 3.1.15 <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 />7 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br />Trimar Engineering <br />7868 De Soto Avenue <br />818-453-0394 | <br />Menuboard Base Anchor Design <br />Top of Footing <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />7 <br />CM <br />eco@trimarengineering.com <br />5/27/2025 <br />1.1.1 Design results <br />Case Description Forces [lb] / Moments [ft.lb]Seismic Max. Util. Anchor [%] <br />1 Combination 1 N = -165; Vx = 425; Vy = 0; <br />Mx = 0.000; My = 1,590.000; Mz = 0.000; <br />no 29 <br />1.2 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 1,359 107 107 6 <br />2 0 106 106 -2 <br />3 1,360 107 107 -6 <br />4 0 106 106 2 <br />Resulting tension force in (x/y)=(-4.750/0.002): 2,720 [lb] <br />Resulting compression force in (x/y)=(1.255/0.004): 3,040 [lb] <br /> Anchor forces are calculated based on a component-based Finite Element Method (CBFEM) <br />1.3 Tension load <br />Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status <br /> Steel Strength*1,360 14,529 10 OK <br /> Pullout Strength*1,360 9,156 15 OK <br /> Concrete Breakout Failure**2,720 9,660 29 OK <br /> Concrete Side-Face Blowout, direction y+*1,360 11,960 12 OK <br /> * highest loaded anchor **anchor group (anchors in tension) <br />1.3.1 Steel Strength <br />Nsa [lb]f f Nsa [lb]Nua [lb] <br />19,372 0.750 14,529 1,360 <br />1.3.2 Pullout Strength <br />Np [lb]y c,p l a f f Npn [lb]Nua [lb] <br />13,080 1.000 1 0.700 9,156 1,360