Laserfiche WebLink
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 />C1-SantaAna,modifiedLine2@ColD4I.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 20,029 28,614 70/-OK <br />Shear Concreteedgefailureindirectionx+6,258 21,244 -/30 OK <br />Loading bN bV z Utilization bN,V [%] Status <br />Combinedtensionandshearloads 0.700 0.241 5/3 65 OK <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