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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 />Distribution 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 = 1.000; Vy = 0.500; <br />Mx = 1.00000; My = 1.50000; Mz = 0.50000; <br />no 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 0.340 0.309 0.303 0.063 <br />2 0.000 0.356 0.303 0.187 <br />3 0.537 0.207 0.197 0.063 <br />4 0.186 0.272 0.197 0.187 <br />max. concrete compressive strain: 0.02 [‰] <br />max. concrete compressive stress: 93 [psi] <br />resulting tension force in (x/y)=(-9.102/4.328): 1.063 [kip] <br />resulting compression force in (x/y)=(14.779/-13.138): 0.563 [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*0.537 8.906 7 OK <br /> Pullout Strength*N/A N/A N/A N/A <br /> Concrete Breakout Failure**1.063 3.410 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 Nsa [kip]Nua [kip] <br />11.875 0.750 8.906 0.537