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11.#11..T1 <br /> Hilt!PROFIS Engineering 3.0.40 <br /> www.hIIti.com • <br /> Company: Page: 4 <br /> Address: Specifier. <br /> Phone I Fax: E-Mall: <br /> Design: Work Shed column A2 Date: 4/3/2019 <br /> Fastening point: <br /> 3.3 Concrete Breakout Failure <br /> ANc <br /> Nm9 =( ) 4'scN Wa0.N We.N Y+ep•N Nb ACI 318-14 Eq.(17.4.2.1b) <br /> Nirbg t N,a ACI 318-14 Table 17.3,1.1 <br /> ANe see ACI 318-14,Section 17.4.2.1,Fig.R 17.4.2.1(b) <br /> ANco =9 h;„ ACI 318-14 Eq.(17.4.2.1c) <br /> 1 <br /> W,r,N s (1 +2e)S1.0 ACI 318-14 Eq.(17.4.2.4) <br /> 3 he <br /> N =0.7+0.3(r y+W )5 1.0 ACI 318-14 Eq.(17.4.2.5b) <br /> �N a MAxlo_1^ 1S!e!)5 1.0 ACI 318-14 Eq.(17.4.2.7b) <br /> Nb =16 X a vfr,h;;' ACI 318-14 Eq.(17.4.2.2b) <br /> Variables <br /> he[in.] ec, pn.] - es•Iy[in.] c .�[in.] W c,N <br /> 12.000 0.000 0.000 7.750 1.000 <br /> ru[n.] kt X, f [psi] • <br /> 16 1.000 4,500 <br /> Calculations <br /> A � z �{ <br /> , l,n. ] ... . ANco[In•2] W scS.N WK2_N 4�W.N W._1.N Np fib] <br /> 1,301.75 1,296.00 1.000 1.000 0.829 1.000 67,509 <br /> Results <br /> N (lb] conc., O..W„k OrwrdWN. $ Nas Pb] N„a(lb] <br /> 56,225 0.700 0.750 1.000 29,518 8,000 <br /> 411)Input data and results must be checked for conformity with the existing condition and for plausibilityl <br /> PROFIS Engineering(c)2003-2909 HMI AG,Ft.•9494 Schwan HPJ la a registered Trademark of Hilt AG.Schwan <br /> 4 <br /> 04/05/19 Boeing Flightline Stall 113 Page 92 <br />