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Hilti PROFIS Engineering 3.1.1 <br />www.hilti.com <br />Company:Page:13 <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 />13 <br />Anchor tension forces Equivalent rigid anchor plate (CBFEM)Component-based Finite Element Method <br />(CBFEM) anchor plate design <br />Anchor 12 -0 lb 116 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 19,332 0.00 OK <br />Profile Combination 1 ASTM A500 Gr.B <br />Rect <br />46,000 5.00 28,026 0.00 OK <br />Stiffener Combination 1 ASTM A36 36,000 5.00 36,064 0.22 OK <br />2.4.1.1 Equivalent stress <br />Results below are displayed for the decisive load combination: 1 - Combination 1 <br />46,000 psi <br />0 psi <br />1995 S Standard Ave- <br />Concrete Pads10/15/2024