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11■411`T1 <br /> Hilti PROFIS Engineering 3.0.40 <br /> hiltt.com <br /> Company: Page: 6 <br /> Address: Specifier: <br /> Phone I Fax: I E-Mall: <br /> Design: Electrical Hardstand-Apr 4,2019 Date: 4/5/2019 <br /> Fastening point: <br /> 4.3 Concrete edge failure in direction x+ <br /> Av <br /> Vrsg = ` .) W W W V <br /> Av Wece, c, W , anw,vb ACI 318-08 Eq.(D-22) <br /> 4 Vail a V,,, ACI 318-08 Eq.(D-2) <br /> Av, see ACI 318-08.Part D.6.2.1.Fig.RD.6.2.1(b) <br /> A*o =4.5 c2„ ACI 318-08 Eq.(D-23) <br /> 1 <br /> tii,,„ = l . * 2e )51.0 ACI 318-08 Eq.(D-26) <br /> ` 3ci1 <br /> tirw.v =0.7+0.3(15ci1)51.0 ACI 318-08 Eq.(D-28) <br /> 4'h v =• 1.50,1 Z 1.0 ACI 318-08 Eq.(D-29) <br /> h, <br /> ��- <br /> Vb = (7(d )tl2 'NZ) x Yt,C10 ACI 318-08 Eq.(D-24) <br /> Variables <br /> ce1[in.] c,2[ini ecv[in.] W cv h,[in.] <br /> 6.000 6.000 0.000 1.000 8.000 <br /> IIII,[In.] A. d,(in.] T'[psi] W p,,,sry <br /> 4.750 1.000 0.750 4,000 1.000 <br /> Calculations'V ze[ln•2] Avca[in•) W.,v Wed.v Wh.v Vb[lb] <br /> 176.00 162.00 1.000 0.900 1.061 8,151 <br /> Results <br /> V�[lb] +cmcrisa 4 Vd,(lb] V,j pal <br /> 8,453 0.700 5,917 1,233 <br /> 5 Combined tension and shear loads <br /> PN Pv G Utilization PNv[°%1 Status <br /> 0.317 0.208 5/3 23 OK <br /> PN„=PN4.Pv =1 <br /> i <br /> Input data and results must be checked for conformity with the existing conditions and for plauslbittyl <br /> PROFtS Engineering(c)2003-2009 IOU AG,FL•9494 Schaan kilt Is a registered Trademark of HitU AG,Schoen <br /> 04/05/19 Boeing Flightline Stall 113 Page 35 <br />