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www.hilti.us <br />Company: <br />Page: <br />Specifier: <br />Project: <br />Address: <br />Sub -Project I Pos. No.: <br />Phone I Fax: <br />Date: <br />E-Mail: <br />4.3 Concrete edge failure in direction x+ <br />Vcb = \AvcOAvc / W ed,V W c,V W h,v W parallei,v Vb <br />Vcb a Vua <br />Avc see ACI 318-14, Section 17.5.2.1, Fig. R 17.5.2.1(b) <br />Av.0 = 4.5 cef <br />1 <br />W ed,v = 1 + 2e 5 1.0 <br />3cat <br />Wed.v=0.7+0.3(1 5cat)<1.0 <br />1.5cat , 1.0 <br />W h,V ha <br />10.2 <br />Vb = �7 (tla) v�a� a Y�c Cat <br />ACI 318-14 Eq. (17.5.2.1a) <br />ACI 318-14 Table 17.3.1.1 <br />ACI 318-14 Eq. (17.5.2.1c) <br />ACI 318-14 Eq. (17.5.2.5) <br />ACI 318-14 Eq. (17.5.2.6b) <br />ACI 318-14 Eq. (17.5.2.8) <br />ACI 318-14 Eq. (17.5.2.2a) <br />Variables <br />Cat [in.] Ca2 [in.] eoy [in.] W c,v ha [in.] <br />4.000 - 0.000 1.000 5.500 <br />le [in.] k a da [in.] ( [psi] kV parallel.y <br />1.520 1.000 0.500 3,000 1.000 <br />Calculations <br />Av. [in?] Avco [in 2] W ec.y W ed,V W h,v Vb [Ib] <br />66.00 72.00 1.000 1.000 1.044 2,709 <br />Results <br />Vcb [lb] concrete seismic nonductle _ Vcb [Ib] Vua [lb] <br />2,594 0.700 1.000 1.000 1,816 375 <br />5 Combined tension and shear loads <br />RN Ov 4 Utilization RN,v [%] Status <br />p0.441 0.307 5/3 40 OK <br />RNV—RN+6<=1 <br />Profis Anchor 2.7.9 <br />9/1 /2020 <br />Input data and results must be checked for agreement with the existing conditions and for plausibility! 11 <br />PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />