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www.hilti.com <br />Hilti PROFIS Engineering 3.0.81 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2022 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 />Concrete - Dec 19, 2022 <br />Great Lakes DC#12804-AC Anchorage <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />6 <br />12/19/2022 <br />4.3 Concrete edge failure in direction x+ <br />Vcb = (AVc <br />A Vc0 <br />)\ed,V \c,V \h,V \parallel,V V b ACI 318-14 Eq. (17.5.2.1a) <br />I Vcb t V ua 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 c 2 <br />a1 ACI 318-14 Eq. (17.5.2.1c) <br />\ed,V = 0.7 + 0.3 ( ca2 <br />1.5ca1 <br />)d 1.0 ACI 318-14 Eq. (17.5.2.6b) <br />\h,V = √1.5ca1 <br />ha <br />t 1.0 ACI 318-14 Eq. (17.5.2.8) <br />Vb = (7 (le <br />da <br />) 0.2 <br />√da )Oa √ f' <br />c c1.5 <br />a1 ACI 318-14 Eq. (17.5.2.2a) <br />Variables <br />ca1 [in.]ca2 [in.]\c,V ha [in.]le [in.] <br />6.000 -1.000 6.000 2.000 <br />Oa da [in.]f' <br />c [psi]\parallel,V <br />1.000 0.500 2,500 1.000 <br />Calculations <br />AVc [in. 2]AVc0 [in. 2]\ed,V \h,V Vb [lb] <br />108.00 162.00 1.000 1.225 4,799 <br />Results <br />Vcb [lb]Iconcrete Iseismic Inonductile I Vcb [lb]Vua [lb] <br />3,919 0.700 1.000 1.000 2,743 155 <br />5 Combined tension and shear loads <br />EN EV ]Utilization EN,V [%] Status <br />0.290 0.092 5/3 15 OK <br />ENV = E] <br />N + E] <br />V <= 1 <br />1344 3%4 S Main <br />St WCC01 - <br />10111364403/23/23