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Hilti PROFIS Engineering 3.1.1 <br />www.hilti.com <br />Company:Page:16 <br />Address:Specifier: <br />Phone I Fax:|E-Mail: <br />Design:Buffer and Palletizer Anchorage Date:7/19/2024 <br />Fastening point: <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 />16 <br />Equations <br />Fp =F fp,max <br />fp,max =0.85 fc' √( <br />A <br />2 <br />A <br />1 <br />) ≤ 1.7 fc;√( <br />A <br />2 <br />A <br />1 <br />) ≤ 2 <br />s = <br />N <br />A <br />1 <br />Utilization =s <br />Fp <br />Variables <br />N [lb]fc' [psi]F A1 [in²]A2 [in²] <br />62,204 4,000 0.65 241.69 7,427.87 <br />Results <br />Load combination Fp [psi]s [psi]Utilization [%]Status <br />Combination 1 4,420 257 6 OK <br />2.6 Symbol explanation <br />A1 Loaded area of concrete <br />A2 Supporting area <br />d Nominal diameter of the bolt <br />elim Limit plastic strain <br />ePl Plastic strain from CBFEM results <br />fc Concrete compressive strength <br />fc'Concrete compressive strength <br />Fu Specified minimum tensile strength of the connected material <br />Fp Concrete block design bearing strength <br />fp,max Concrete block design bearing strength maximum <br />fy Yield strength <br />lc Clear distance, in the direction of the force, between the edge of the hole and the edge of the adjacent hole or edge of <br />the material <br />N Resulting compression force <br />s Average stress in concrete <br />sEd Equivalent stress <br />F Resistance factor <br />FRn Factored resistance <br />t Thickness of the anchor plate <br />V Resultant of shear forces Vy, Vz in bolt. <br />2.7 Warnings <br />●By using the CBFEM calculation functionality of PROFIS Engineering you may act outside the applicable design codes and your specified <br />anchor plate may not behave rigid. Please, validate the results with a professional designer and/or structural engineer to ensure suitability and <br />adequacy for your specific jurisdiction and project requirements. <br />●The anchor is modeled considering stiffness values determined from load displacement curves tested in an independent laboratory. Please <br />note that no simple replacement of the anchor is possible as the anchor stiffness has a major impact on the load distribution results. <br />1995 S Standard Ave- <br />Concrete Pads10/15/2024