Laserfiche WebLink
www.hilti.com <br />Hilti PROFIS Engineering 3.0.89 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />6 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />HD3B - GL A <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />6 <br />12/19/2023 <br />4 Shear load <br />Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status <br /> Steel Strength*N/A N/A N/A N/A <br /> Steel failure (with lever arm)*N/A N/A N/A N/A <br /> Pryout Strength (Bond Strength controls)*N/A N/A N/A N/A <br /> Concrete edge failure in direction **N/A N/A N/A N/A <br /> * highest loaded anchor **anchor group (relevant anchors) <br />5 Warnings <br />• The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C, <br /> EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the <br /> anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates <br /> the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The <br /> proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for <br /> agreement with the existing conditions and for plausibility! <br />• Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential <br /> concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout <br /> or pryout strength governs. <br />• Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the <br /> Evaluation Service Report for cleaning and installation instructions. <br />• For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/ <br />• "An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-19, Chapter 17, Section <br />36 of 100 <br />1327 S Grand Ave <br />12/12/2024