Laserfiche WebLink
www.hilti.com <br />Hilti PROFIS Engineering 3.0.75 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2022 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 />STORAGE RACK ANCHOR <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />5 <br />2/18/2022 <br />4 Shear load <br />Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status <br /> Steel Strength*159 2,201 8 OK <br /> Steel failure (with lever arm)*N/A N/A N/A N/A <br /> Pryout Strength**315 2,933 11 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 318-14 Table 17.3.1.1 <br />Variables <br />Ase,V [in.2]futa [psi]aV,seis <br />0.05 126,204 1.000 <br />Calculations <br />Vsa,eq [lb] <br />3,386 <br />Results <br />Vsa,eq [lb]f steel f nonductile f Vsa,eq [lb]Vua [lb] <br />3,386 0.650 1.000 2,201 159 <br />110 E 1st St - <br />1011174736/10/2024