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Hilti PROFIS Engineering 3.0.82 <br />www.hilti.com <br />Company: <br />Page: <br />5 <br />Address: <br />Specifier: <br />Phone I Fax: <br />E-Mail: <br />Design: Concrete - Jan 12, 2023 (1) <br />Date: <br />1/13/2023 <br />Fastening point: <br />4 Shear load <br />Load V a [lb] <br />Capacity + V [Ib] <br />Utilization (iv = V A V„ <br />Status <br />Steel Strength* N/A <br />N/A <br />N/A <br />N/A <br />Steel failure (with lever arm)" N/A <br />N/A <br />N/A <br />N/A <br />Pryout Strength" N/A <br />N/A <br />N/A <br />N/A <br />Concrete edge failure in direction *` N/A <br />N/A <br />N/A <br />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 />• Refer to the manufacturer's product literature 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 />• Hilti post -installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI <br />318-19, Section 26.7. <br />Fastening meets the design criteria! <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 />5 <br />