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11111111111166.1111.1 <br /> www.hilti.us Profis Anchor 2.7.5 <br /> Company: BergerABAM Page: 4 <br /> Specifier: Blythe Meigs Project: 40-25 Vandeck Column <br /> Address: Sub-Project I Pos.No.: A18.0101.00 <br /> Phone I Fax: I Date: 10/25/2017 <br /> E-Mail: <br /> 4.3 Pryout Strength(Concrete Breakout Strength controls) <br /> Vcp =kcp[(AN oo)W ed,N W c,N W cp,N Nb] ACI 318-14 Eq.(17.5.3.1a) <br /> Vcp>_Vua ACI 318-14 Table 17.3.1.1 <br /> AN, see ACI 318-14,Section 17.4.2.1,Fig.R 17.4.2.1(b) <br /> ANco =9 hef ACI 318-14 Eq.(17.4.2.1c) <br /> 1 <br /> W ec,N= 1 +2 eN <_1.0 ACI 318-14 Eq.(17.4.2.4) <br /> 3 hef <br /> Wed,N=0.7+0.305 :)51.0 ACI 318-14 Eq.(17.4.2.5b) <br /> 1. hef <br /> WcpN =MAX/Ca—min 1.5het)5 1.0 ACI 318-14 Eq.(17.4.2.7b) <br /> bac ' ca, J <br /> Nb =kc k a NIT.hef5 ACI 318-14 Eq.(17.4.2.2a) <br /> Variables <br /> kcp hef[in.] ed,N[in.] ecz,N[in.] ca,min[in.] <br /> 2 3.500 0.000 0.000 <br /> W c,N ca,[in.] kc a a fc[psi] <br /> 1.000 6.683 17 1.000 4000 <br /> Calculations <br /> ANc[in.2] ANcO[in.2] W ect,N W ec2,N W ed,N W cp,N Nb[Ib] <br /> 102.38 110.25 1.000 1.000 1.000 1.000 7040 <br /> Results <br /> Vcp[Ib] (I)concrete 4 Vcp[Ib] Vua[!b] <br /> 13075 0.700 9152 3585 <br /> 5 Warnings <br /> • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations(ETAG 001/Annex C,EOTA TR029,etc.).This <br /> means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered-the anchor plate is assumed to be <br /> sufficiently stiff,in order not to be deformed when subjected to the design loading.PROFIS Anchor calculates the minimum required anchor plate <br /> thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above.The proof if the rigid base plate assumption <br /> is valid is not carried out by PROFIS Anchor.Input data and results must be checked for agreement with the existing conditions and for <br /> plausibility! <br /> • Condition A applies when supplementary reinforcement is used.The C factor is increased for non-steel Design Strengths except Pullout Strength <br /> and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength.Refer to <br /> your local standard. <br /> • ACI 318 does not specifically address anchor bending when a stand-off condition exists. PROFIS Anchor calculates a shear load corresponding <br /> to anchor bending when stand-off exists and includes the results as a shear Design Strength! <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 /> • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! <br /> • Installation of Hilti adhesive anchor systems shall be performed by personnel trained to install Hilti adhesive anchors.Reference ACI 318-14, <br /> Section 17.8.1. <br /> Fastening meets the design criteria! <br /> Input data and results must be checked for agreement with the existing conditions and for plausibility! <br /> PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br />