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www.hilti.com <br />Hilti PROFIS Engineering 3.1.23 <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 />4 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />Concrete - Oct 29, 2025 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />4 <br />10/30/2025 <br />4 Shear load <br />Load Vua [kip]Capacity f Vn [kip]Utilization bV = Vua/f Vn Status <br /> Steel Strength*1.642 2.201 75 OK <br /> Steel failure (with lever arm)*N/A N/A N/A N/A <br /> Pryout Strength**1.642 2.079 79 OK <br /> Concrete edge failure in direction **N/A N/A N/A N/A <br /> * highest loaded anchor **anchor group (relevant anchors) <br /> 4.1 Steel Strength <br />Vsa,eq = ESR value refer to ICC-ES ESR-4266 <br />f Vsteel ³ Vua ACI 318-19 Table 17.5.2 <br />Variables <br />Ase,V [in.2]futa [psi]aV,seis <br />0.05 126,204 1.000 <br />Calculations <br />Vsa,eq [kip] <br />3.386 <br />Results <br />Vsa,eq [kip]f steel f Vsa,eq [kip]Vua [kip] <br />3.386 0.650 2.201 1.642