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Hilti PROFIS Engineering 3.0.81 <br /> www.hilti.com <br /> Company: KPFF Page: 2 <br /> Address: SPD Specifier: NAP <br /> Phone I Fax: E-Mail: <br /> Design: SHEAR WALL HOLDOWN ANCHOR Date: 12/17/2022 <br /> Fastening point: <br /> 1.1 Design results <br /> Case Description Forces[lb]/Moments[in.lb] Seismic Max.Util.Anchor[%] <br /> 1 Combination 1 N=5,964;Vx=0;Vy=0; no 96 <br /> Mx=0;my=0;Mz=0; <br /> Nsus=0;Mx,sus=0;My,sus=0; <br /> 2 Load case/Resulting anchor forces ALY <br /> Anchor reactions[lb] <br /> Tension force:(+Tension,-Compression) <br /> Anchor Tension force Shear force Shear force x Shear force y <br /> 1 5,964 0 0 0 <br /> max.concrete compressive strain: -IN <br /> max.concrete compressive stress: -[psi] <br /> resulting tension force in(x/y)=(0.000/0.000): 5,964[lb] C) <br /> resulting compression force in(x/y)=(0.000/0.000):0[lb] <br /> Anchor forces are calculated based on the assumption of a rigid anchor plate. <br /> 3 Tension load <br /> Load Nua[lb] Capacity N„[lb] Utilization PN=NuA N„ Status <br /> Steel Strength* 5,964 20,085 30 OK <br /> Bond Strength** 5,964 9,833 61 OK <br /> Sustained Tension Load Bond Strength* N/A N/A N/A N/A <br /> Concrete Breakout Failure** 5,964 6,251 96 OK <br /> *highest loaded anchor **anchor group(anchors in tension) <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROFIS Engineering(c)2003-2022 Hilt!AG,FL-9494 Schaan Hilt!is a registered Trademark of Hilt!AG,Schaan <br /> 2 <br />