Laserfiche WebLink
110141,14111', <br /> Hilti PROFIS Engineering 3.0.40 <br /> IIIwww.hiltl.com <br /> Company: Page: 7 <br /> Address: Specifier. <br /> Phone I Fax: I E-Mail: <br /> Design: Work Shed column 131 Date: 4/3/2019 <br /> Fastening point: <br /> 4.3 Concrete edge failure In direction x- <br /> Vmg ={pv�) Wam.v Waa.V Wc,V Wh,v Wparallat.v Vb ACI 318-14 Eq.(17.5.2.1b) <br /> $ Vct., t V„, AC1 318-14 Table 17.3.1.1 <br /> Avc see ACI 318-14,Section 17.5.2.1,Fig.R 17.5.2.1(b) <br /> Ave, =4.5 c 1 ACI 318-14 Eq.(17.5.2.1c) <br /> 1 1 <br /> yr„'v = (1+ 2a„/51.0 ACI 318-14 Eq.(17.5.2.5) <br /> 3cat <br /> W.w.V =0.7+0.3(1 cat)51.0 ACI 318-14 Eq.(17.5.2.6b) <br /> W by =-V1.5cai t 1.0 ACI 318-14 Eq.(17.5.2.8) <br /> ha <br /> Vb =9 X a Yf:cai 5 ACI 318-14 Eq.(17.5.2.2b) <br /> Variables <br /> c,,M.) c,S[in.) et,,,,[in.] _.. W av he hn•1 <br /> 5.000 - 0.000 1.000 i 8.000 <br /> IDIa[In.) A.■ d•nn•1 --�i [ps9 W <br /> 6.000 1.000 0.750 4,000 2.000 <br /> Calculations <br /> Av.(in A (in.J W.av Ww,v Wh.v Vb[IN <br /> 150.00 112.50 1.000 1.000 1.000 6,364 <br /> Results <br /> Vc'o del COMM n ..am+< "°"°'d'' V�[lb] V.ab) <br /> 16,971 0.700 1.000 1.000 11,879 1,000 <br /> 5 Combined tension and shear loads <br /> PN Pv C, Utilization PN V 1%1 Status <br /> 0.048 0.084 5/3 3 OK <br /> aNV=PH+Pv<=1 <br /> III <br /> Input data and results must be dradmd for conformity with the existing conditions and for plausibility) <br /> PROFIS Engineering(c)2003-2009 Hiitl AG.F1,9491 Schaan Hull 4 a registered Trademark of HIM AG.Sduran <br /> 7 <br /> 04/05/19 Boeing Flightline Stall 113 Page 85 <br />