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1 . 11 RIGHT <br /> Hilti PROMS Engineering 3.0.77 (3p. rm i In e e r s <br /> www.hilti.com <br /> Company: Page: 10 <br /> Address: Specifier: <br /> Phone I Fax: E-Mail: <br /> Design: Date: 5/9/2022 <br /> Fastening point: <br /> 2 Anchor plate design <br /> 2.1 Input data <br /> Anchor plate: Shape:Rectangular <br /> Ixxlyxt=9.000inx9.000inx0.750in <br /> Calculation:CBFEM <br /> Material:ASTM A36; Fy=36,000 psi;Elim=5.00% <br /> Anchor type and size: Hex Head ASTM F 1554 GR.36 3/4, hef=20.000 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;Elim=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=51.000 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 /> GEd[psi] EPI[%] 6Ed[psi] EPI[%] Hole bearing[%] <br /> 1 Equation(16-4a) 19,542 0.00 9,303 0.00 1 6 <br /> 2.3 Anchor plate classification <br /> Results below are displayed for the decisive load combinations: Equation(16-4a) <br /> Anchor tension forces Equivalent rigid anchor plate(CBFEM) Component-based Finite Element Method <br /> (CBFEM)anchor plate design <br /> Anchor 1 -1 Ib -1 Ib <br /> Anchor 2 -1 Ib -1 Ib <br /> Anchor 3 2,906 Ib 3,110 Ib <br /> Anchor 4 2,906 Ib 3,108 Ib <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 Material fy[psi] Elim[%] QEd[psi] EPI[%] Status <br /> combination <br /> Plate Equation(16-4a) ASTM A36 36,000 5.00 9,303 0.00 OK <br /> Profile Equation(16-4a) ASTM A500 Gr.B 46,000 5.00 19,527 0.00 OK <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROFIS Engineering(c)2003-2022 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br /> TACO BELL SC1230102-161 Clip <br /> PROJECT: No: SHEET: <br />