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www.hilti.com <br />Hilti PROFIS Engineering 3.0.68 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />7 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br />ABS Consulting <br />300 Commerce, Suite 150 <br />714-734-2583 | <br />Leprino Tracy - PRU1 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />7 <br />T. Rich <br />trich@absconsulting.com <br />4/2/2021 <br />4.3 Concrete edge failure in direction x- <br />Vcb = (AVcAVc0)y ed,V y c,V y h,V y parallel,V Vb ACI 318-14 Eq. (17.5.2.1a) <br />f Vcb ³ Vua 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 />AVc0 = 4.5 c2 <br />a1 ACI 318-14 Eq. (17.5.2.1c) <br />y ed,V = 0.7 + 0.3(ca21.5ca1)£ 1.0 ACI 318-14 Eq. (17.5.2.6b) <br />y h,V = √1.5ca1ha ³ 1.0 ACI 318-14 Eq. (17.5.2.8) <br />Vb = 9 l a √f' <br />c c1.5 <br />a1 ACI 318-14 Eq. (17.5.2.2b) <br />Variables <br />ca1 [in.]ca2 [in.]y c,V ha [in.]le [in.] <br />12.000 12.000 1.000 48.000 6.000 <br />l a da [in.]f' <br />c [psi]y parallel,V <br />1.000 0.750 4,000 1.000 <br />Calculations <br />AVc [in.2]AVc0 [in.2]y ed,V y h,V Vb [lb] <br />540.00 648.00 0.900 1.000 23,662 <br />Results <br />Vcb [lb]f concrete f seismic f nonductile f Vcb [lb]Vua [lb] <br />17,746 0.700 1.000 1.000 12,422 3,237 <br />5 Combined tension and shear loads <br />bN bV z Utilization bN,V [%]Status <br />0.548 0.428 5/3 62 OK <br />bNV = bz <br />N + bz <br />V <= 1