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Big <br />Hllti PROMS Engineering 3.1.23 <br />www.hilti.com <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br />4 Shear load <br />I <br />Concrete - Oct 15, 2025 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Approved <br />FOR PERMIT ISSUANCE <br />Date: 4 <br />Load Vua [lb] Capacity + Vn [lb] Utilization (tv = Vua/f Vn Status <br />Steel Strength* <br />788 <br />Steel failure (with lever arm)* <br />N/A <br />Pryout Strength** <br />1,575 <br />Concrete edge failure in <br />direction ** N/A <br />*highest loaded anchor <br />**anchor group (relevant anchors) <br />4.1 Steel Strength <br />Vsa,eq = ESR value <br />refer to [CC -ES ESR-4266 <br />� Vsteel >- Vua <br />ACI 318-19 Table 17.5.2 <br />Variables <br />Asey [In?1 <br />futa [PSI) ay,sels <br />0.10 <br />114,004 1.000 <br />Calculations <br />Vsa,eq [lb] <br />6,878 <br />Results <br />Vsa,ea [lb] <br />steel Vsa eq [lb] Vua [lb] <br />6,878 <br />0.650 4,471 788 <br />4,471 <br />18 <br />OK <br />N/A <br />N/A <br />N/A <br />10,553 <br />15 <br />OK <br />N/A <br />N/A <br />N/A <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2025 HIM AG, FL-9494 Schaan HIM is a registered Trademark of HIM AG, Schaan <br />H's 4 <br />