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f■iII I <br /> Hllti PROFIS Engineering 3.0.40 <br /> www.hilti.com • <br /> Company: Page: 7 <br /> Address: Specifier. <br /> Phone I Fax: E-Mail <br /> Design: Electrical Hardstand-Apr 4,2019 Date: 4/5/2019 <br /> Fastening point: <br /> 6 Warnings <br /> • The anchor design methods In PROFIS Engineering require rigid anchor plates per current regulations(ETAG 001/Annex C,EOTA TR029, etc.). <br /> This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered-the anchor plate Is assumed <br /> to be sufficiently stiff,In order not to be deformed when subjected to the design loading.PROFIS Engineering calculates the minimum required <br /> anchor plate thickness with FEM 10 limit the stress of the anchor plate based on the assumptions explained above.The proof if the rigid anchor <br /> plate assumption is valid is not carried out by PROFIS Engineering Input data and results must be checked for agreement with the existing <br /> 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 /> Fastening meets the design criteria! <br /> • <br /> _ • <br /> g <br /> Input data and muds must be checked for conformity with the existing cmditione and for plausibility) <br /> PROFIS Engineering(c)2003-2009 Hitt!AG,FL•9494 Schwan Rini Is a registered Trademark ci Hat!AG Schwan <br /> 04/05/19 Boeing Flightline Stall 113 Page 36 <br />