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Hilti PROFIS Engineering 3.1.8 <br />www.hilti.com <br />Company: <br />Page: <br />4 <br />Address: <br />Specifier: <br />Phone I Fax: <br />E-Mail: <br />Design: Concrete <br />- Dec 18, 2024 <br />Date: <br />12/18/2024 <br />Fastening point: <br />4 Shear load <br />Load Vaa [lb] <br />Capacity $ V„ [lb] <br />Utilization [3v = Vua/# V. <br />Status <br />Steel Strength* <br />498 <br />6,732 <br />8 <br />OK <br />Steel failure (with lever arm)` <br />N/A <br />N/A <br />N/A <br />N/A <br />Pryout Strength** <br />1,900 <br />3,330 <br />58 <br />OK <br />Concrete edge failure in direction ** <br />N/A <br />N/A <br />N/A <br />N/A <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 <br />refer to ICC-ES ESR-3027 <br />0 Vsteel >_ Vua <br />ACI 318-19 Table 17.5.2 <br />Variables <br />Ase,v [in.2] <br />fut. [psi] <br />0.27 <br />90,180 <br />Calculations <br />Vsa [lb] <br />11,220 <br />Results <br />Vsa [lb] <br />0 steel Vsa [lb] Vua [lb] <br />11,220 <br />0.600 6,732 498 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c) 2003-2024 Hilt! AG, FL-9494 Schaan Hilt! is a registered Trademark of Hilt! AG, Schaan <br />4 <br />