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HHti PROFIS Engineering 3.0.40 <br /> www.hliti.com • <br /> Company: Page; 4 <br /> Address: Specifier. <br /> Phone I Fax: I E-Mail: <br /> Design: Work Shed column Al Date: 4/3/2019 <br /> Fastening point: <br /> 3.3 Concrete Breakout Failure <br /> N� `( `) W.cN W.d,N Wc,N W cp,N Na ACI 318-14 Eq.(17.4.2.l b) <br /> 4, Ncbg a N. ACI 318-14 Table 17.3.1.1 <br /> Ae. see ACI 318-14,Section 17.4.2.1,Fig.R 17.4.2.1(b) <br /> Am. =9 hw ACI 318-14 Eq.(17.4.2.1c) <br /> 1 <br /> W",N =(1+2e. )51.0 ACI 318-14 Eq.(17.4.2.4) <br /> 3h., <br /> 'V N =0.7+0.3(f t)51.0 ACI 318-14 Eq.(17.4.2.5b) <br /> W cp.N =MAX/c`r y, 1.5h«l 51.0 ACI 318-14 Eq.(17.4.2.7b) <br /> • N. =16 X, \F.h;3 ACI 318-14 Eq.(17.4.2.2b) <br /> Variables <br /> h.,M.) ee,N[In.] eat.(in.) cwn(in.) W u, <br /> 12.000 0.000 0.000 5.000 1.000 <br /> c,c(in.] kc X. tc[psi III <br /> - 16 1.000 4,000 <br /> Calculations <br /> • <br /> AN.[ie.2] A! n(if.2J 'V K,.rr w,ar, . ... _ __ .._'y.a.N Wm.N Nu[lb] <br /> 1,058.50 1,296.00 1.000 1.000 0.783 1.000 83,648 <br /> Results <br /> Nssv pl.] +wncnu +seismic +rwnduaB, 4 N,„,,(lb) Nw(lbJ�.._-_- <br /> 40,721 0.700 0.750 1.000 21,378 200 <br /> III <br /> Input data and mulls must be checked for conformity with the existing conditions and for plausibility,PROFIS Engineering(c)2003-2009 Hilt AG,FL•9494 Swan H50Is.registered Trademark of HIM AG,Sdaan <br /> 4 <br /> 04/05/19 Boeing Flightline Stall 113 Page 72 <br />