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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 />5 <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 />5 <br />12/19/2022 <br />4.2 Pryout Strength <br />Vcp = kcp [( ANc <br />ANc0 <br />) \ed,N \c,N \cp,N Nb ] ACI 318-14 Eq. (17.5.3.1a) <br />I Vcp t V ua ACI 318-14 Table 17.3.1.1 <br />ANc see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) <br />ANc0 = 9 h 2 <br />ef ACI 318-14 Eq. (17.4.2.1c) <br />\ed,N = 0.7 + 0.3 (ca,min <br />1.5hef <br />)d 1.0 ACI 318-14 Eq. (17.4.2.5b) <br />\cp,N = MAX (ca,min <br />cac <br />,1.5hef <br />cac <br />) d 1.0 ACI 318-14 Eq. (17.4.2.7b) <br />Nb = kc Oa √f' <br />c h 1.5 <br />ef ACI 318-14 Eq. (17.4.2.2a) <br />Variables <br />kcp hef [in.]ca,min [in.]\c,N <br />1 2.000 6.000 1.000 <br />cac [in.]kc Oa f' <br />c [psi] <br />6.000 17 1.000 2,500 <br />Calculations <br />ANc [in.2]ANc0 [in.2]\ed,N \cp,N Nb [lb] <br />36.00 36.00 1.000 1.000 2,404 <br />Results <br />Vcp [lb]Iconcrete Iseismic Inonductile I Vcp [lb]Vua [lb] <br />2,404 0.700 1.000 1.000 1,683 155 <br />1344 3%4 S Main <br />St WCC01 - <br />10111364403/23/23