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www.hilti.us <br />Profis Anchor 2.7.9 <br />Company: <br />Page: 4 <br />Specifier: <br />Project: <br />Address: <br />Sub -Project I Pos. No.: <br />Phone I Fax: <br />Date: 9/1/2020 <br />E-Mail: <br />4 Shear load <br />Load Vua [lb) <br />Capacity 0 Vn [lb] <br />Utilization N = Vua/# Vn <br />Status <br />Steel Strength* <br />375 <br />3,327 <br />12 <br />OK <br />Steel failure (with lever arm)* <br />N/A <br />N/A <br />N/A <br />N/A <br />Pryout Strength** <br />375 <br />1,221 <br />31 <br />OK <br />Concrete edge failure in direction x+** <br />375 <br />1,816 <br />21 <br />OK <br />* anchor having the highest loading **anchor <br />group (relevant anchors) <br />4.1 Steel Strength <br />Vsa,eq = ESR value refer to ICC-ES <br />ESR-3027 <br /># VSfBel ' Vua ACI 318-14 Table 17.3.1.1 <br />Variables <br />A..,v [in 2] fut. [psi] <br />0.16 112,540 <br />Calculations <br />Vsa.eg [Ib] <br />5,545 <br />Results <br />Vsa,eg [lb] steel <br />nonductile <br />Vsa [lb] Vua [lb] <br />5,545 0.600 <br />1.000 <br />3,327 375 <br />4.2 Pryout Strength <br />Vcp = kcp [(Ao� W ed,N W c,N W cp,N N, <br />ACI 318-14 Eq. (17.5.3.1a) <br />V.p a Vua \\\ <br />ACI 318-14 Table 17.3.1.1 <br />AN, see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) <br />ANcA = 9 hef <br />ACI 318-14 Eq. (17.4.2.1c) <br />1 <br />W ec,N = r 2 eN 5 1.0 <br />ACI 318-14 Eq. (17.4.2.4) <br />1 + <br />3 hef <br />W ed,N = 0.7 + 0.3 (ca=min ) 5 1.0 <br />1.5hef <br />ACI 318-14 Eq. (17.4.2.5b) <br />W = MAXCa_min 1.5hef1 c 1.0 <br />( <br />ACI 318-14 Eq. (17.4.2.7b) <br />,.N <br />Cac Cac f <br />Nb = kc X a � het5 <br />ACI 318-14 Eq. (17.4.2.2a) <br />Variables <br />kcp hef [in.] <br />ec1,N [in.] <br />ec2,N (in.] Ca,min [In-] <br />1 1.520 <br />0.000 <br />0.000 4.000 <br />W c.N Cac [In.] <br />kc <br />a, a fc [psi] <br />1.000 2.750 <br />17 <br />1.000 3,000 <br />Calculations <br />A <br />ANc [in •z ] ANC [in .z ] <br />W ect,N <br />W ec2,N W ed,N <br />W cp,N <br />b <br />20.79 20.79 <br />1.000 <br />1.000 1.000 <br />1.000 <br />1,745 <br />Results <br />Vcp [lb] concrete <br />seismic <br />nond.ctite Vcp [lb) <br />Vua [Ib] <br />1,745 0.700 <br />1.000 <br />1.000 1,221 <br />375 <br />Input data and results must be checked for agreement with the existing conditions and for plausibility! 1 <br />PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilb is a registered Trademark of Hilti AG, Schaan <br />