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Hilti PROFIS Engineering 3.0.40 <br /> III www.hiltl.com <br /> Company: Page: 7 <br /> Address: Specifier. <br /> Phone I Fax: [ E-Mall: <br /> Design: Work Shed column Al Data: 4/3/2019 <br /> Fastening point: <br /> 4.3 Concrete edge failure in direction y+ <br /> Av <br /> VrDQ = (Av5) W.e,v Ww,v Wr v tit Wp.rsw,v Vb ACI 318-14 Eq.(17.5.2.1b) <br /> 0 Vcg z V,R ACI 318-14 Table 17.3.1.1 <br /> AYe see ACI 318-14,Section 17.5.2.1,Fig.R 17.5.2.1(b) <br /> Ay., =4.5 c;t ACI 318-14 Eq.(17.5.2.1c) <br /> 1 <br /> W,cv = (1+ 2e„) 51.0 ACI 318-14 Eq.(17.5.2.5) <br /> 3c,t <br /> +y,e,v =0.7+0.3(15c,t)51.0 ACI 318-14 Eq.(17.5.2.6b) <br /> W av = 1' "a 1.0 ACI 318-14 Eq.(17.5.2.8) <br /> V, =9 X.. Vte olio's ACI 318-14 Eq.(17.5.2.2b) <br /> Variables <br /> co[in.] co[In.] eo,[ln'] W e,v h+EPn.] - <br /> 13.500 5.000 0.000 1.000 18.000 <br /> III1•fin.) a da[in.] to[Psi] W p.,,ea.v <br /> 6.000 1.000 0.750 4,000 1.000 <br /> Calculations, <br /> Ave(in•J.___. Avon tin.) W.ev Ww.v Why V,lib] <br /> 562.50 820.12 1.000 0.774 1.061 28.234 <br /> Results <br /> V.bg(1b] d eorq.t. SaahimIc 4nonduee. 0 V�[lb] V�.ilb] <br /> 15,899 0.700 1.000 1.000 11,129 1,000 <br /> 5 Combined tension and shear loads <br /> PN Pv c Utilization aN.v I%) Status <br /> 0.009 0.090 5/3 2 OK <br /> PN„-PN+Pv c=1 <br /> IIIInput data and results must be checked for conformity with the existing conditions and for plausibiityl <br /> PROFIS Engineering(c)2003.2009 HIM AG.FL-9494 Schaan Hllb Is■registered Trademark at Hat AG.Schrum <br /> 7 <br /> 04/05/19 Boeing Flightline Stall 113 Page 75 <br />