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www.hilti.com <br />Hilti PROFIS Engineering 3.0.91 <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 />4 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />RAUN 216-6 POLYDOROS R80 GEN CABINET <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />4 <br />3/11/2024 <br />4.2 Pryout Strength <br />Vcp = kcp [(ANc <br />ANc0)y ed,N y c,N y cp,N Nb ] ACI 318-19 Eq. (17.7.3.1a) <br />f Vcp ³ Vua ACI 318-19 Table 17.5.2 <br />ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b) <br />ANc0 = 9 h2 <br />ef ACI 318-19 Eq. (17.6.2.1.4) <br />y ed,N = 0.7 + 0.3 (ca,min <br />1.5hef)£ 1.0 ACI 318-19 Eq. (17.6.2.4.1b) <br />y cp,N = MAX(ca,min <br />cac <br />, 1.5hef <br />cac )£ 1.0 ACI 318-19 Eq. (17.6.2.6.1b) <br />Nb = kc l a √f' <br />c h1.5 <br />ef ACI 318-19 Eq. (17.6.2.2.1) <br />Variables <br />kcp hef [in.]ca,min [in.]y c,N <br />1 1.500 ∞1.000 <br />cac [in.]kc l a f' <br />c [psi] <br />5.000 21 1.000 3,000 <br />Calculations <br />ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [lb] <br />20.25 20.25 1.000 1.000 2,113 <br />Results <br />Vcp [lb]f concrete f Vcp [lb]Vua [lb] <br />2,113 0.700 1,479 137 <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 />1900 E 4th St - <br />1011190678/9/2024