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www.hilti.com <br />Hilti PROFIS Engineering 3.0.68 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2021 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 />ABS Consulting <br />300 Commerce, Suite 150 <br />714-734-2583 | <br />Leprino Tracy - PRU1 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />5 <br />T. Rich <br />trich@absconsulting.com <br />4/2/2021 <br />4 Shear load <br />Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status <br /> Steel Strength*3,237 7,555 43 OK <br /> Steel failure (with lever arm)* N/A N/A N/A N/A <br /> Pryout Strength**3,237 55,692 6 OK <br /> Concrete edge failure in direction x-** 3,237 12,422 27 OK <br /> * highest loaded anchor **anchor group (relevant anchors) <br />4.1 Steel Strength <br />Vsa = 0.6 Ase,V futa ACI 318-14 Eq. (17.5.1.2b) <br />f Vsteel ³ Vua ACI 318-14 Table 17.3.1.1 <br />Variables <br />Ase,V [in.2]futa [psi] <br />0.33 58,000 <br />Calculations <br />Vsa [lb] <br />11,623 <br />Results <br />Vsa [lb]f steel f Vsa,eq [lb]Vua [lb] <br />11,623 0.650 7,555 3,237