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www.hilti.com <br />Hilti PROFIS Engineering 3.0.73 <br />Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! <br />PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan <br />8 <br />Company: <br />Address: <br />PhoneIFax: <br />Design: <br />Fasteningpoint: <br />| <br />C2-SantaAna,modifiedLine2@ColA11I.rcn <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />8 <br />11/10/2021 <br />2 Proof I Utilization (Governing Cases) <br />Design values [lb] Utilization <br />Loading Proof Load Capacity b N /b V [%] Status <br />Tension ConcreteBreakoutFailure 8,700 28,614 31/-OK <br />Shear Concreteedgefailureindirectionx-15,453 21,244 -/73 OK <br />Loading bN bV z Utilization bN,V [%] Status <br />Combinedtensionandshearloads --- - N/A <br />3 Warnings <br />•Pleaseconsideralldetailsandhints/warningsgiveninthedetailedreport! <br />Fastening meets the design criteria! <br />2677 N Main St - <br />101110159-60 & <br />20175958-5902/07/23