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www.hilti.com <br />Hilti PROFIS Engineering 3.0.94 <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 />6 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />AXIOM MATERIALS INC 23-1019-4_RACEWAY AN <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />6 <br />Al <br />5/16/2024 <br />4.3 Concrete edge failure in direction y- <br />Vcb = (AVc <br />AVc0)y ed,V y c,V y h,V y parallel,V Vb ACI 318-19 Eq. (17.7.2.1a) <br />f Vcb 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 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 = (7 (le <br />da)0.2 <br />√da)l a √f' <br />c c1.5 <br />a1 ACI 318-19 Eq. (17.7.2.2.1a) <br />Variables <br />ca1 [in.]ca2 [in.]y c,V ha [in.]le [in.] <br />6.000 6.000 1.000 6.000 3.250 <br />l a da [in.]f' <br />c [psi]y parallel,V <br />1.000 0.500 3,500 1.000 <br />Calculations <br />AVc [in.2]AVc0 [in.2]y ed,V y h,V Vb [lb] <br />90.00 162.00 0.900 1.225 6,258 <br />Results <br />Vcb [lb]f concrete f seismic f nonductile f Vcb [lb]Vua [lb] <br />3,832 0.700 1.000 1.000 2,683 1,040 <br />5 Combined tension and shear loads, per ACI 318-19 section 17.8 <br />bN bV z Utilization bN,V [%]Status <br />0.870 0.388 5/3 100 OK <br />bNV = bz <br />N + bz <br />V <= 1 <br />Page 54 of 68 <br />2331 S Pullman St <br />2/18/2025