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1 . 11 IWEFmgTneersIGHT <br /> Hilt PROFIS Engineering 3.0.77 <br /> www.hilti.com <br /> Company: Page: 7 <br /> Address: Specifier: <br /> Phone I Fax: E-Mail: <br /> Design: Date: 5/9/2022 <br /> Fastening point: <br /> 1.4.3 Concrete edge failure in direction x+ <br /> Vcbg — (AVE W ec,V Wed,V 'V.,V Wh,V Wparallel,V Vb ACI 318-14 Eq.(17.5.2.1 b) <br /> Vcbg >Vca ACI 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 /> Avco =4.5 Cat ACI 318-14 Eq.(17.5.2.1c) <br /> 1 1 <br /> W ec,v + <br /> - 2e I <1.0 ACI 318-14 Eq.(17.5.2.5) <br /> 1 — <br /> 3Cat <br /> W ed,v —0.7+0.3(1 Scat) <1.0 ACI 318-14 Eq.(17.5.2.6b) <br /> 1.5cat <br /> W h V = h >1.0 ACI 318-14 Eq.(17.5.2.8) <br /> a <br /> ,lfr <br /> Vb —9 a FT Ca 15 ACI 318-14 Eq.(17.5.2.2b) <br /> Variables <br /> cat [in.] cat[in.] ecv[in.] IV c,v ha[in.] <br /> 9.000 9.000 0.036 1.000 51.000 <br /> le[In.] �,a da[In.] fc[psi] W parallel,V <br /> 6.000 1.000 0.750 3,000 1.000 <br /> Calculations <br /> Avc[in•21 Avco[in.2] <br /> `Y ec,V Wed,V Wh,V Vb[I b] <br /> 324.00 364.50 0.997 0.900 1.000 13,310 <br /> Results <br /> Vcbg[I b] concrete Vcba[lb] Vua[lb] <br /> 10,619 0.700 7,433 875 <br /> 1.5 Combined tension and shear loads <br /> RN Pv Utilization aNv[%] Status <br /> �y 0.379 0.118 5/3 23 OK <br /> RNv=NN+PV<=1 <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROMS Engineering(c)2003-2022 Hilt!AG,FL-9494 Schaan Hilti is a registered Trademark of Hilt!AG,Schaan <br /> TACO BELL SC1230102-161 C9 7 <br /> PROJECT: No: SHEET: <br />