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Hilti PROMS Engineering 3..0.76 <br /> vrwtivttilti.com <br /> C : Engineers Northwest page: <br /> Address: <br /> Phone i Fax: 9725 3rd Ave NE..STE#207 Specifier; 4 <br /> Design: E-Mail. <br /> Fastening paint: <br /> g Concrete-Apr 1,2022(7) Date:. 411/2022 <br /> 3.3 Concrete Breakout Failure <br /> A:ac <br /> Nye = A�to) CC.ta 'Naa.te 4 cra 'Vcp.N Nb ACI 318-14 Eq.(17.4.2,1b) <br /> Ntbg z.N ACI 318-14 Table 17.3.1.1 <br /> Ayc see ACI 318-14.Section 17A.2.1,Fig.R 17.4.2.1(b) <br /> Ar"� - h"f 1 ACI 318-14 Eq.(17.4.2.1 c) <br /> 22ea `1.0 ACI 318-14 Eq.(17.4.2.4) <br /> \ 3 b7f/ <br /> ty Cd.N =0.7+0.3 Ca.rnin <br /> i a 1.0 <br /> Ica <br /> 1._$ ACI 318-14 Eq.(17.4.7_5b) <br /> =ftAAX{C'--" 1.5h11) C 1.0 <br /> \1 Cal , C,c ACI 318-14 Eq.(17.4,2.7b) <br /> Ns =kc ?-8 Vf,hM <br /> ACI 318-14 Eq.(17.4.2.2a) <br /> i! <br /> VariablesT t 7 G f <br /> .._._._.�hef �J el <br /> ......._._.....................:.:.....ec':N[in'1.-.—__.—._..._._�s m_n C�•J <br /> 0.000 13.s0a <br /> .41z ._._..._.._.._ <br /> 7.750 0 .._.._..._...-1. __...... <br /> Cac[in-J k <br /> �__.._._.._.._.._......._ 1�[ps7 <br /> 24 1.000 4.500 <br /> Calculations <br /> AN,(in.)�J_._..._.... _a�_ca Cin."J _ _...w s=��b! _._..._....,`ec n_._.._.. Cara j'cv.r: Nb[lb] <br /> 1,770.56 540.56 0.965 1.000 1.000_.._._._.._.._._._._._1.000_._._..._.._.._..._.._.._.._34,735__..__.._..._ <br /> Results <br /> __ N�jtbJ..._... ._.._.._. caractr_ aexmc____ ..._....._.._ rwne�rtte `_.._.._._.P Naa[IbJ._W_. N�,v 1Ib) <br /> 109.875 0.700 0.750 1.000 57.684 57.600 _.. <br /> n{wt data and tE5ult5 mtu:be cheU+eo for ca�farrnity wtth the Casting aorrdr<wns and`st ptaus,bdi7y; <br /> PROHS if 91neertng i c l 2413-2022 MIH AG.FL 94g4 Sthaan Hitu:s a regimmmo Trademark of bbitt AG.S_haar, <br /> 4 <br />