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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 /> | <br />Switchboard Panel <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />2 <br />10/10/2023 <br />1.1 Design results <br />Case Description Forces [kip] / Moments [ft.kip]Seismic Max. Util. Anchor [%] <br />1 Load case: Design loads N = 0.500; Vx = 0.650; Vy = 0.320; <br />Mx = 0.50000; My = 0.80000; Mz = 0.50000; <br />yes 32 <br />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 0.405 0.292 0.287 -0.053 <br />2 0.000 0.358 0.287 0.213 <br />3 0.580 0.065 0.038 -0.053 <br />4 0.169 0.216 0.038 0.213 <br />max. concrete compressive strain: 0.04 [‰] <br />max. concrete compressive stress: 169 [psi] <br />resulting tension force in (x/y)=(-4.242/1.677): 1.154 [kip] <br />resulting compression force in (x/y)=(7.187/-6.211): 0.654 [kip] <br /> Anchor forces are calculated based on the assumption of a rigid anchor plate. <br />3 Tension load <br />Load Nua [kip]Capacity f Nn [kip]Utilization bN = Nua/f Nn Status <br /> Steel Strength*0.580 8.906 7 OK <br /> Pullout Strength*N/A N/A N/A N/A <br /> Concrete Breakout Failure**1.154 3.608 32 OK <br /> * highest loaded anchor **anchor group (anchors in tension) <br />3.1 Steel Strength <br />Nsa = ESR value refer to ICC-ES ESR-4266 <br />f Nsa ³ Nua ACI 318-19 Table 17.5.2 <br />Variables <br />Ase,N [in.2]futa [psi] <br />0.10 120,404 <br />Calculations <br />Nsa [kip] <br />11.875 <br />Results <br />Nsa [kip]f steel f nonductile f Nsa [kip]Nua [kip] <br />11.875 0.750 1.000 8.906 0.580