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Hilti PROFIS Engineering 3.1.1 <br />www.hilti.com <br />Company:Page:12 <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 />12 <br />2 Anchor plate design <br />2.1 Input data <br />Anchor plate:Shape: Rectangular <br />lx x ly x t = 47.250 in x 47.250 in x 1.000 in <br />Calculation: CBFEM <br />Material: ASTM A36; Fy = 36,000 psi; εlim = 5.00% <br />Anchor type and size:HIT-HY 200 V3 + HAS-V-36 (ASTM F1554 Gr.36) 3/4, hef = 7.000 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 = 1.000 in <br />Profile:Pipe16STD; (L x W x T x FT) = 16.000 in x 16.000 in x 0.375 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; 4000; fc,cyl = 4,000 psi; h = 12.000 in <br />Welds (profile to anchor plate):Type of redistribution: Plastic <br />Material: E70xx <br />Stiffeners:Geometry: Triangular; size = lx x ly x t = 11.811 in x 12.000 in x 0.250 in <br />Material: ASTM A36; Fy = 36,000 psi; εlim = 5.00% <br />Welds (stiffeners to profile/anchor <br />plate): <br />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 Stiffeners Anchor plate Concrete [%] <br />sEd [psi]ePl [%]sEd [psi]ePl [%]sEd [psi]ePl [%]Hole bearing <br />[%] <br />1 Combination 1 28,026 0.00 36,064 0.22 19,332 0.00 2 6 <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 4,502 lb 642 lb <br />Anchor 2 3,132 lb 7,088 lb <br />Anchor 3 1,762 lb 0 lb <br />Anchor 4 -0 lb 109 lb <br />Anchor 5 4,509 lb 11,530 lb <br />Anchor 6 -0 lb 299 lb <br />Anchor 7 4,509 lb 11,454 lb <br />Anchor 8 -0 lb 258 lb <br />Anchor 9 4,502 lb 671 lb <br />Anchor 10 3,132 lb 7,038 lb <br />Anchor 11 1,762 lb 0 lb <br />1995 S Standard Ave- <br />Concrete Pads10/15/2024