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www.niiti.us Profis Anchor 2.6.1 <br /> Company: Page: 3 <br /> Specifier Project: <br /> Address: Sub-Project I Pos.No. <br /> Phone I Fax: � Date: 12/7/2015 <br /> E-Mail: <br /> 3.3 Concrete Breakout Strength <br /> Nct� _(p�N�a)wec,N Wed,N Wc,N 1�cp,N Nb ACI 318-11 Eq.(D-4) <br /> �N��z N�a ACI 318-11 Table D.4.1 1 <br /> AN� see ACI 318-11,Part D.5.2.1,Fig.RD.5.2.1(b) <br /> AN� =9 he� ACI 318-11 Eq.(D-5) <br /> 1 <br /> yreC,N � +2 eN 51.0 ACI 318-11 Eq.(D-8) <br /> 3 he� <br /> �/ed,N =0.7+0.3(�a,min�5�,0 ACI 318-11 Eq.(D-10) <br /> �1.5het <br /> wcp,N =MAX(Ca_`i� 1.5he��51,0 ACI 318-11 Eq.(D-12) <br /> ��Cac � Cac <br /> Nb =k��,a yT�Ile�S ACI 318-11 Eq.(D-6) <br /> Variables <br /> her[in.l e��N[in.l e�z N[in.l Ce�min[in.] W�,N <br /> 8.000 0.352 1.231 � 1.000 <br /> Cac�Ifl.] kc a.a fc�PS�� <br /> - 24 1.000 3000 <br /> Calculations <br /> AN�I�n?I AN�o I��?l wecl N Wec2 N Wed N WcP.N Nb I�bl <br /> 912.00 576.00 0.972 0.907 1.000 1.000 29745 <br /> Results <br /> N��s I�bl �cancrete �N��s I�bl Nua��b� <br /> 41497 0.700 29048 8665 <br /> Inpul data and results must be checked for agreement with the existing conditions and for plausibilityl <br /> PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br />