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Hilti PROFIS Engineering 3.1.15 <br />www.hilti.com <br />Company:Trimar Engineering Page:38 <br />Address:7868 De Soto Avenue Specifier:CM <br />Phone I Fax:818-453-0394 |E-Mail:eco@trimarengineering.com <br />Design:Better Buzz - Menu & Canopy Base Anchor Design Date:5/27/2025 <br />Fastening point:Top of Footing <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />38 <br />2.5.1 Compression in concrete under the anchor plate <br />318 psi <br />0 psi <br />2.5.2 Concrete block compressive strength resistance check, AISC 360-16 Section J8 <br />Results <br />Load combination Fp [psi]s [psi]Utilization [%]Status <br />Combination 1 2,225 110 5 OK <br />2.6 Symbol explanation <br />elim Limit plastic strain <br />ePl Plastic strain from CBFEM results <br />Fp Concrete block design bearing strength <br />fy Yield strength <br />s Average stress in concrete <br />sEd Equivalent stress <br />FRn Factored resistance <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.