Laserfiche WebLink
Hilti PROFIS Engineering 3.0.93 <br />www.hilti.com <br />Company:Page:7 <br />Address:Specifier: <br />Phone I Fax:|E-Mail: <br />Design:Copy -RAUN 216-10 - Base Anchor Date:4/19/2024 <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 />7 <br />2 Anchor plate design <br />2.1 Input data <br />Anchor plate:Shape: Rectangular <br />lx x ly x t = 6.000 in x 11.000 in x 0.375 in <br />Calculation: CBFEM <br />Material: ASTM A36; Fy = 36,000 psi; εlim = 5.00% <br />Anchor type and size:Kwik Bolt TZ2 - CS 3/4 (3 1/4) hnom1, hef = 3.250 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 = 0.375 in <br />Profile:HSS5X5X.375; (L x W x T x FT) = 5.000 in x 5.000 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; 3000; fc,cyl = 3,000 psi; h = 6.000 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 1 675 0.00 823 0.00 1 2 <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 0 lb 0 lb <br />Anchor 2 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 5.00 823 0.00 OK <br />Profile Combination 1 ASTM A500 Gr.B <br />Rect <br />46,000 5.00 675 0.00 OK <br />Profile Combination 1 ASTM A500 Gr.B 46,000 5.00 573 0.00 OK <br />1900 E 4th St - <br />1011190678/9/2024