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Hilti PROFIS Engineering 3.1.8 <br />www.hilti.com <br />Company: <br />Address: <br />Phone I Fax: <br />Design: Concrete - Dec 18, 2024 <br />Fastening point: <br />Page: 5 <br />Specifier: <br />E-Mail: <br />Date: 12/18/2024 <br />4.2 Pryout Strength <br />Vcp9 = kcp [QNc ) W ec,N Wed,N Wc,N Wcp,N NI ] <br />ANco <br />ACI 318-19 Eq. (17.7.3.1b) <br />VcP9 > Vua <br />ACI 318-19 Table 17.5.2 <br />ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b) <br />ANco = 9 het <br />ACI 318-19 Eq. (17.6.2.1.4) <br />1 <br />W ec,N = 1 2 eN < 1.0 <br />+) <br />ACI 318-19 Eq. (17.6.2.3.1 <br />T hef <br />W ed,N = 0.7 + 0.3 (ca,m!n) < 1.0 <br />1.5hef <br />ACI 318-19 Eq. (17.6.2.4.1 b) <br />W cp N = MA+a_min 1 nE) < 1.0 <br />ACI 318-19 Eq. (17.6.2.6.1 b) <br />lac <br />�Craac <br />1. <br />Nb = ka' c a VEC hefs <br />ACI 318-19 Eq. (17.6.2.2.1) <br />Variables <br />Kip <br />hef [in.] <br />ec, N [in.] <br />ec2 N [in.] <br />Ca min [in.] <br />1 <br />2.390 <br />23.400 <br />0.000 <br />W c,N <br />ca. [in.] <br />kc <br />%, a <br />fc [psi] <br />1.000 <br />3.630 <br />17 <br />1.000 <br />4,000 <br />Calculations <br />)1 <br />ANc [in•2J <br />1 <br />ANco [in•2J <br />W ecl,N <br />Wec2,N <br />Wed,N <br />463.44 <br />51.41 <br />0.133 <br />1.000 <br />1.000 <br />Results <br />V,, [I b] <br />0 concrete <br />Vcpa [lb] <br />Vua [lb] <br />4,758 <br />0.700 <br />3,330 <br />1,900 <br />5 Combined tension and shear <br />loads, per ACI 318-19 section 17.8 <br />(3N <br />Rv <br />� <br />Utilization PNv [%] <br />Status <br />0.717 <br />0.570 <br />5/3 <br />97 <br />OK <br />RNV = RN + 0v <= 1 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c) 2003-2024 Hilt! AG, FL-9494 Schaan Hilt! is a registered Trademark of Hilt! AG, Schaan <br />Wcp.N NI, [lb] <br />1.000 3,973 <br />5 <br />