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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 />30 <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 />Better Buzz - Menu & Canopy Base Anchor Design <br />Top of Footing <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />30 <br />CM <br />eco@trimarengineering.com <br />5/27/2025 <br />1.1.1 Design results <br />Case Description Forces [kip] / Moments [ft.kip]Seismic Max. Util. Anchor [%] <br />1 Combination 1 N = 0.701; Vx = 0.234; Vy = -0.122; <br />Mx = 0.57200; My = -4.70600; Mz = 0.00000; <br />no 81 <br />1.2 Load case/Resulting anchor forces <br />Anchor reactions [kip] <br />Tension force: (+Tension, -Compression) <br />Anchor Tension force Shear force Shear force x Shear force y <br />1 -0.000 0.068 0.059 -0.034 <br />2 3.549 0.059 0.057 -0.012 <br />3 0.000 0.068 0.062 -0.027 <br />4 4.083 0.073 0.055 -0.048 <br />Resulting tension force in (x/y)=(4.750/0.332): 7.632 [kip] <br />Resulting compression force in (x/y)=(-2.142/-0.640): 7.216 [kip] <br /> Anchor forces are calculated based on a component-based Finite Element Method (CBFEM) <br />1.3 Tension load <br />Load Nua [kip]Capacity f Nn [kip]Utilization bN = Nua/f Nn Status <br /> Steel Strength*4.083 14.529 29 OK <br /> Pullout Strength*4.083 9.156 45 OK <br /> Concrete Breakout Failure**7.632 9.449 81 OK <br /> Concrete Side-Face Blowout, direction y+*4.083 11.960 35 OK <br /> * highest loaded anchor **anchor group (anchors in tension) <br />1.3.1 Steel Strength <br />Nsa [kip]f f Nsa [kip]Nua [kip] <br />19.372 0.750 14.529 4.083 <br />1.3.2 Pullout Strength <br />Np [kip]y c,p l a f f Npn [kip]Nua [kip] <br />13.080 1.000 1 0.700 9.156 4.083