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www.hilti.com <br />Hilti PROFIS Engineering 3.1.3 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2024 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 />Wind Screeen At Parapet Anchorage Alternate <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />5 <br />9/25/2024 <br />4 Shear load <br />Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status <br /> Steel Strength*463 4,471 11 OK <br /> Steel failure (with lever arm)*N/A N/A N/A N/A <br /> Pryout Strength**1,390 10,316 14 OK <br /> Concrete edge failure in direction y+**1,390 3,191 44 OK <br /> * highest loaded anchor **anchor group (relevant anchors) <br />4.1 Steel Strength <br />Vsa = 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] <br />0.10 114,004 <br />Calculations <br />Vsa [lb] <br />6,878 <br />Results <br />Vsa [lb]f steel f Vsa [lb]Vua [lb] <br />6,878 0.650 4,471 463 <br />3009 S Daimler St <br />11/18/2024