Laserfiche WebLink
www.hilti.com <br />Hilti PROFIS Engineering 3.0.88 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2023 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 />Switchboard Panel <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />4 <br />10/10/2023 <br />4 Shear load <br />Load Vua [kip]Capacity f Vn [kip]Utilization bV = Vua/f Vn Status <br /> Steel Strength*0.358 5.426 7 OK <br /> Steel failure (with lever arm)*N/A N/A N/A N/A <br /> Pryout Strength*0.358 5.811 7 OK <br /> Concrete edge failure in direction x+**0.777 2.914 27 OK <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 />0.10 120,404 1.000 <br />Calculations <br />Vsa,eq [kip] <br />8.348 <br />Results <br />Vsa,eq [kip]f steel f nonductile f Vsa,eq [kip]Vua [kip] <br />8.348 0.650 1.000 5.426 0.358