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www.hilti.com <br />Hilti PROFIS Engineering 3.1.16 <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 />250606 - SF Concrete - June 16, 2025 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />4 <br />6/16/2025 <br />4 Shear load <br />Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status <br /> Steel Strength*201 930 22 OK <br /> Steel failure (with lever arm)*N/A N/A N/A N/A <br /> Pryout Strength**201 1,334 16 OK <br /> Concrete edge failure in direction y+**201 685 30 OK <br /> * highest loaded anchor **anchor group (relevant anchors) <br /> When the input edge distance is set to "infinity", edge breakout verification is not performed in that direction <br />4.1 Steel Strength <br />Vsa = ESR value refer to ICC-ES ESR-3027 <br />f Vsteel ³ Vua ACI 318-19 Table 17.5.2 <br />Variables <br />Ase,V [in.2]futa [psi] <br />0.05 125,000 <br />Calculations <br />Vsa [lb] <br />1,550 <br />Results <br />Vsa [lb]f steel f Vsa [lb]Vua [lb] <br />1,550 0.600 930 201 <br />20