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N1`TI <br /> Hilts PROFIS Engineering 3.0.40 <br /> III <br /> www.hIlticom <br /> Company: Page: 4 <br /> Address: Specifier. <br /> Phone I Fax: i E-Mail: <br /> Design: Work Shed column B1 Date: 4/3/2019 <br /> Fastening point: <br /> 3.3 Concrete Breakout Failure <br /> Ncbg —(A ) W it,N W.d,N W isSN Nb ACI 318-14 Eq.(17.42.1b) <br /> 4 Nag 2 N„„ ACI 318-14 Table 17.3.1.1 <br /> ANo see ACI 318-14,Section 17.4.2.1,Fig.R 17.4.2.1(b) <br /> AN , =9h;r ACI 318-14 Eq.(17.4.2.1c) <br /> 1 <br /> W.GN = (1 4.2 eN)5 1.0 ACI 318-14 Eq.(17.42.4) <br /> 3 he <br /> W.dN =0.7+0.3(1 5 M)51.0 ACI 318-14 Eq.(17.42.5b) <br /> W wo =MAX(c,_ 1.5h.,! )5 1.0 ACI 318-14 Eq.(17.42.7b) <br /> cc Cac <br /> Nb =16 A., Vic he ACI 318-14 Eq,(17.42.2b) <br /> Variables (t <br /> he[in.] eciv`ntt rn.J--- eddl(in] _----- c.,..,[In•1 ___ W cm <br /> 12.000 0.000 0.000 5.000 1.000 <br /> — cgs(in.) 14 A. f.,(Psi] III <br /> • 16 1.000 4,000 <br /> Calculations <br /> AHc r3n•21 AN,,,,(1n.2) W.cut W.c.2.N W.d.N Wty,N Nb lib] <br /> 1,230.00 1,296.00 1.000 1.000 0.783 1.000 63,648 <br /> Results [lb) ai fI <br /> .-Nag[lb1_.. _..._. . +concrete +seismic 4nonaY. 4 NcDg(lb] N„,pb1 <br /> 47,319 0.700 0.750 1.000 24,642 1,200 <br /> IIIinput data and results must be checked for m rm ntoity vnM the existing conditions and for piataibBityi <br /> PROFIS Engineering(c)2003.2009 HIM AG,F1-9194 Saran HIM Is■registered Trademark of HOM AG,Screen <br /> 4 <br /> 04/05/19 Boeing Flightline Stall 113 Page 82 <br />