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www.hilti.com <br />Hilti PROFIS Engineering 3.1.14 <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 />CABINET ANCHORAGE <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />4 <br />5/23/2025 <br />4 Shear load <br />Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status <br /> Steel Strength*834 6,668 13 OK <br /> Steel failure (with lever arm)*N/A N/A N/A N/A <br /> Pryout Strength**3,337 34,451 10 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 />0.16 106,704 1.000 <br />Calculations <br />Vsa,eq [lb] <br />10,259 <br />Results <br />Vsa,eq [lb]f steel f nonductile f Vsa,eq [lb]Vua [lb] <br />10,259 0.650 1.000 6,668 834 <br />AT&T <br />CLU3236/CLL03236 <br />Page 11 of 19