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10■111.T1 <br /> Hilti PROFIS Engineering 3.0.66 <br /> www.hilti.com <br /> Company: Page: 2 <br /> Address: Specifier: <br /> Phone I Fax: I E-Mail: <br /> Design: Concrete-Oct 19,2020 Date: 1/15/2021 <br /> Fastening point: <br /> 1.1 Design results <br /> Case Description Forces[Ib]/Moments[in.lb] Seismic Max.Util.Anchor[%] <br /> 1 Combination 1 N=1,000;Vx=1,000;Vy=0; no 64 <br /> Mx=0;My=0;Mz=0; <br /> 2 Load case/Resulting anchor forces <br /> Anchor reactions[Ib] <br /> Tension force:(+Tension,-Compression) <br /> Anchor Tension force Shear force Shear force x Shear force y <br /> 1 1,000 1,000 1,000 0 <br /> max.concrete compressive strain: -[Moo] <br /> max.concrete compressive stress: -[psi] <br /> resulting tension force in(x/y)=(0.000/0.000): 0[Ib] <br /> resulting compression force in(x/y)=(0.000/0.000):0[Ib] <br /> 3 Tension load <br /> Load N.[Ib] Capacity$ N„[Ib] Utilization PN=Nua/$ N„ Status <br /> Steel Strength* 1,000 11,778 9 OK <br /> Pullout Strength* N/A N/A N/A N/A <br /> Concrete Breakout Failure** 1,000 1,921 53 OK <br /> *highest loaded anchor **anchor group(anchors in tension) <br /> USE LEAST <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROFIS Engineering(c)2003-2021 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br /> 14/20 <br />