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www.hilti.com <br />Hilti PROFIS Engineering 3.1.1 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />9 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />WIND - Concrete - Jul 23, 2024 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />9 <br />7/30/2024 <br />4.4 Concrete edge failure in direction y- <br />Vcbg = (AVc <br />AVc0)y ec,V y ed,V y c,V y h,V y parallel,V Vb ACI 318-19 Eq. (17.7.2.1b) <br />f Vcbg ³ Vua 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 />AVc0 = 4.5 c2 <br />a1 ACI 318-19 Eq. (17.7.2.1.3) <br />y ec,V = (1 <br />1 + e' <br />v <br />1.5ca1 <br />)£ 1.0 ACI 318-19 Eq. (17.7.2.3.1) <br />y ed,V = 0.7 + 0.3(ca2 <br />1.5ca1)£ 1.0 ACI 318-19 Eq. (17.7.2.4.1b) <br />y h,V = √1.5ca1 <br />ha <br />³ 1.0 ACI 318-19 Eq. (17.7.2.6.1) <br />Vb = 9 l a √f' <br />c c1.5 <br />a1 ACI 318-19 Eq. (17.7.2.2.1b) <br />Variables <br />ca1 [in.]ca2 [in.]ecV [in.]y c,V ha [in.] <br />5.167 6.000 0.000 1.000 7.750 <br />le [in.]l a da [in.]f' <br />c [psi]y parallel,V <br />6.000 1.000 0.750 2,500 1.000 <br />Calculations <br />AVc [in.2]AVc0 [in.2]y ec,V y ed,V y h,V Vb [lb] <br />155.00 120.12 1.000 0.932 1.000 5,285 <br />Results <br />Vcbg [lb]f concrete f Vcbg [lb]Vua [lb] <br />6,357 0.700 4,450 690 <br />5 Combined tension and shear loads, per ACI 318-19 section 17.8 <br />bN bV z Utilization bN,V [%]Status <br />0.542 0.266 5/3 48 OK <br />bNV = bz <br />N + bz <br />V <= 1 <br />2303 S Bristol St <br />Unit A11/13/2024