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www.hilti.us <br />Company <br />Specifier: <br />Address: <br />Phone I Fax: <br />E-Mail: <br />3.3 Concrete Breakout Strength <br />NO = \AWO Wed,N 1Vc,N Wrp,N Nb <br />0 Ncb Z Nue <br />ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) <br />ANco = 9 hat <br />1 <br />Wee,N - 1 + 2 eN) 5 1.0 <br />3 hef/ <br />Wed.N = 0.7 + 0.3 (r'e.rnln) 5 1.0 <br />1.5hef <br />Wcv,N = MAX Oa_min 1.5het1j < 1.0 <br />cac r cac <br />Nb = kc Ifi: hers <br />ACI318-08 Eq.(D-4) <br />AC1318-08 Eq.(D-1) <br />ACI318-08 Eq.(D-6) <br />ACI 318-08 Eq. (D-9) <br />ACI 318-08 Eq. (D-11) <br />ACI318-08 Eq.(D-13) <br />ACI 318-08 Eq. (D-7) <br />U WW/1 = <br />ZZ, , LMM7.0- <br />Profis Anchor 2.6.5 <br />Page: 3 <br />Project: <br />Sub -Project I Pos. No.: <br />Date: 6/14/2016 <br />Variables <br />hef [in.] <br />ect,N [in.] <br />ec2.N [in.] <br />c.,min [in.] <br />%Vc.N <br />3.250 <br />0.000 <br />0.000 <br />1.000 <br />Coo [in.] <br />kc <br />X <br />fc [psi] <br />6.000 <br />17 <br />1 <br />4000 <br />Calculations <br />z <br />AN, m. <br />----95.06--_..._.____........... <br />z <br />A In. <br />..............---- <br />L(lect,N......._................. <br />-- <br />"I�ec2,N..........._....._._ <br />lid:N--..__........__.._._.__..._..._.._).VSP.N--- — Nb Pb]-----... <br />95.06 <br />1.000 <br />1.000 <br />1,000 1,000 6299 <br />Results <br />NO [lb] <br />Oconcrete <br />0 Ncb [lb] <br />N:,a [lb] <br />6299 <br />0,650 <br />4095 <br />4025 <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 />10 <br />