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11•4111-TI <br /> HMI PROFIS Engineering 3.0.40 <br /> www.hilti.com <br /> Company: Page: 7 <br /> Address: Specifier. <br /> Phone I Fax: I E-Mail: <br /> Design: Work Shed column A2 Date: 4/3/2019 <br /> Fastening point: <br /> 4.3 Concrete edge failure In direction x+ <br /> Av <br /> V, =(--s-) w +41 y ty y V <br /> Ave, INC,V ed,V c,V h,V peneW.V b ACI 318-14 Eq.(17.52.1b) <br /> ill V,,,, a Vu, ACI 318-14 Table 17.3.1.1 <br /> Av, see ACI 318-14,Section 17.5.2.1,Fig.R 17.5.2.1(b) <br /> =4.5 c ACI 318-14 Eq.(17.5.2.1c) <br /> -- (1+12e'l)5 1.0 ACI 318-14 Eq.(17.5.2.5) <br /> ---t <br /> 3c <br /> ca <br /> =0.7+0.3( )5 1.0 ACI 318-14 Eq.(17.5.2.6b) <br /> 1.5c,, <br /> 1 5c, <br /> W hy =-Ni.......auz 1.0 ACI 318-14 Eq.(17.5.2.8) <br /> h, <br /> Vb =9 X, A c:,3 ACI 318-14 Eq.(17.5.2.2b) <br /> Variables <br /> co[in.) ca(in.] ew(in.] , V ey hi pm) <br /> 7.750 0.000 1.000 18.000 <br /> IIIii[kg x i di,(in.) i4i3s11 10 pareflekV <br /> 6.000 1.000 0.750 4500 1.000 <br /> Calculations <br /> Ay,lin.21 Avco fIrL21 %V tx„v Ilf•es "Flo, V„(lb] <br /> 328.41 270.28 1.000 1,000 1.000 13,026 <br /> Results <br /> y„„.(1b) 4'concrete Orsiernic +imams* 0 Vcba Pb] Vu,obi <br /> 15,827 0.700 1.000 1.000 11,079 9,360 <br /> 5 Combined tension and shear loads <br /> AN _ Pv 4 Utilization 11,4,v IN Status <br /> 0.271 0.845 5/3 87 OK <br /> litw=P.,+P.v<=1 <br /> IIIinput date and multi must be checked for conformity with the existing conditions and for plausibility! <br /> PROFIS Engineering(c)2003-2009 HIM AG.FL-9494 Schwan HIM is a registered Trademark of Hitt'AG.scrum <br /> 7 <br /> 04/05/19 Boeing Flightline Stall 113 Page 95 <br />