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Hilti PROFIS Engineering 3.0.82 <br />www.hilti.com <br />Company: <br />Address: <br />Phone I Fax: <br />Design: Concrete - Jan 13, 2023 <br />Fastening point: <br />Page: 7 <br />Specifier: <br />E-Mail: <br />Date: 1/13/2023 <br />4.3 Concrete edge failure in direction y+ <br />Vcb = (! VVo W ed,V Wc,V Wh,V Wparallel,V Vb <br />ACI 318-19 Eq. (17.7.2.1a) <br />� Vcb > Vua <br />ACI 318-19 Table 17.5.2 <br />Avc see ACI 318-19, Section 17.7.2.1, Fig. R 17.7.2.1(b) <br />Avco = 4.5 Cal <br />ACI 318-19 Eq. (17.7.2.1.3) <br />W ed,v = 0•7 + 0•3(1 .2 / 1.0 <br />ACI 318-19 Eq. (17.7.2.4.1 b) <br />1.5Caf <br />W bV = h > 1.0 <br />a <br />ACI 318-19 Eq. (17.7.2.6.1) <br />0.2 _ <br />Vb / — 1 7 (dVfc Cal <br />` a <br />ACI 318-19 Eq. (17.7.2.2.1a) <br />Variables <br />cef [in.] <br />cat [in.] <br />W c,v <br />ha [in.] <br />le [in.] <br />8.000 <br />12.000 <br />1.000 <br />12.000 <br />4.750 <br />?` a <br />da [In.] <br />fc [psi] <br />W parallel,V <br />1.000 <br />0.750 <br />2,500 <br />1.000 <br />Calculations <br />Ayc [in.2] <br />Avco [in.2] <br />W ed,v <br />Wh,v <br />Vb [lb] <br />288.00 <br />288.00 <br />1.000 <br />1.000 <br />9,921 <br />Results <br />Vcb [lb] <br />concrete <br />Vcb [lb] <br />Vua [lb] <br />9,921 <br />0.700 <br />6,945 <br />2,353 <br />5 Combined tension and shear loads, per ACI 318-19 section 17.8 <br />RN Rv Utilization RN,V [%] Status <br />f2 <br />0.5R49 0.339 5/3 54 OK <br />RNV=PN+[jv<=1 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c) 2003-2023 Hilt! AG, FL-9494 Schaan Hilt! is a registered Trademark of Hilt! AG, Schaan <br />7 <br />