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Hilti PROFIS Engineering 3.1.15 <br />www.hilti.com <br />Company:Trimar Engineering Page:12 <br />Address:7868 De Soto Avenue Specifier:CM <br />Phone I Fax:818-453-0394 |E-Mail:eco@trimarengineering.com <br />Design:Menuboard 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 />12 <br />2 Anchor plate design <br />2.1 Input data <br />Anchor plate:Shape: Rectangular <br />lx x ly x t = 14.500 in x 14.500 in x 0.750 in <br />Calculation: CBFEM <br />Material: ASTM A36; Fy = 36,000 psi; εlim = 5.00% <br />Anchor type and size:Hex Head ASTM F 1554 GR. 36 3/4, hef = 25.000 in <br />Anchor stiffness:The anchor is modeled considering stiffness values determined from load displacement curves tested in an <br />independent laboratory. Please note that no simple replacement of the anchor is possible as the anchor <br />stiffness has a major impact on the load distribution results. <br />Design method:AISC and LRFD-based design using component-based FEM <br />Stand-off installation:eb = 0.000 in (No stand-off); t = 0.750 in <br />Profile:HSS4X4X.25; (L x W x T x FT) = 4.000 in x 4.000 in x 0.250 in x - <br />Material: ASTM A500 Gr.B Rect; Fy = 46,000 psi; εlim = 5.00% <br />Eccentricity x: 0.000 in <br />Eccentricity y: 0.000 in <br />Base material:Cracked concrete; 2500; fc,cyl = 2,500 psi; h = 39.000 in <br />Welds (profile to anchor plate):Type of redistribution: Plastic <br />Material: E70xx <br />Mesh size:Number of elements on edge: 8 <br />Min. size of element: 0.394 in <br />Max. size of element: 1.969 in <br />2.2 Summary <br />Description Profile Anchor plate Concrete [%] <br />sEd [psi]ePl [%]sEd [psi]ePl [%]Hole bearing [%] <br />1 Combination 1 12,138 0.00 5,283 0.00 1 3 <br />2.3 Anchor plate classification <br />Results below are displayed for the decisive load combinations: Combination 1 <br />Anchor tension forces Equivalent rigid anchor plate (CBFEM)Component-based Finite Element Method <br />(CBFEM) anchor plate design <br />Anchor 1 884 lb 1,359 lb <br />Anchor 2 0 lb 0 lb <br />Anchor 3 884 lb 1,360 lb <br />Anchor 4 0 lb 0 lb <br />User accepted to consider the selected anchor plate as rigid by his/her engineering judgement. This means the anchor design guidelines can be <br />applied. <br />2.4 Profile/Stiffeners/Plate <br />Profile and stiffeners are verified at the level of the steel to concrete connection. The connection design does not replace the steel design for critical <br />cross sections, which should be performed outside of PROFIS Engineering. <br />2.4.1 Equivalent stress and plastic strain <br />Part Load <br />combination <br />Material fy [psi]elim [%]sEd [psi]ePl [%]Status <br />Plate Combination 1 ASTM A36 36,000 5.00 5,283 0.00 OK <br />Profile Combination 1 ASTM A500 Gr.B 46,000 5.00 12,138 0.00 OK