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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 />Clearance Bar 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 = -263; Vx = 205; Vy = 0; <br />Mx = 352.000; My = 1,600.000; Mz = 426.000; <br />no 30 <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 1,199 226 185 -129 <br />2 0 229 186 133 <br />3 1,527 162 -83 -140 <br />4 0 160 -84 136 <br />Resulting tension force in (x/y)=(-4.750/0.570): 2,726 [lb] <br />Resulting compression force in (x/y)=(1.210/-0.932): 3,123 [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*1,527 14,529 11 OK <br /> Pullout Strength*1,527 9,156 17 OK <br /> Concrete Breakout Failure**2,726 9,302 30 OK <br /> Concrete Side-Face Blowout, direction y+*1,527 11,960 13 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 1,527 <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 1,527