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www.hilti.com <br />Hilti PROFIS Engineering 3.1.1 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />5 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />Concrete - Jul 22, 2024 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />5 <br />7/22/2024 <br />4 Shear load <br />Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status <br /> Steel Strength*216 3,599 7 OK <br /> Steel failure (with lever arm)*N/A N/A N/A N/A <br /> Pryout Strength**216 1,543 14 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 />0.10 114,004 1.000 <br />Calculations <br />Vsa,eq [lb] <br />5,537 <br />Results <br />Vsa,eq [lb]f steel f nonductile f Vsa,eq [lb]Vua [lb] <br />5,537 0.650 1.000 3,599 216 <br />3009 S Daimler St <br />11/18/2024