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www.hilti.us <br />Company: KPFF Consulting Engineers <br />Specifier: Tom Hudgings <br />Address: <br />Phone I Fax: <br />E-Mail: <br />4 Shear load <br />Load Vua [lb] <br />Steel Strength* <br />1,574 <br />Steel failure (with lever arm)* <br />N/A <br />Pryout Strength* <br />1,574 <br />Concrete edge failure in direction y+** <br />2,833 <br />* anchor having the highest loading **anchor group <br />(relevant anchors) <br />4.1 Steel Strength <br />Vsa = ESR value refer to ICC-ES ESR-3027 <br />� Vsteel > Vua ACI 318-08 Eq. (D-2) <br />Variables <br />Ase,y [in .2]fut. [psi] <br />0.27 90,180 <br />Calculations <br />Vsa [lb] <br />11,220 <br />Results <br />Vsa [lb] steel 0 Vsa [ibl Vua [Ibl <br />11,220 0.600 6,732 1,574 <br />4.2 Pryout Strength <br />Page: <br />Project: <br />Sub -Project I Pos. No <br />Date: <br />Profis Anchor 2.7.7 <br />4 <br />KP Everett <br />Transformer Relocation <br />3/18/2020 <br />Capacity 0 Vn [lb] Utilization Pv = Vua/0 Vn <br />6,732 24 <br />N/A N/A <br />9,746 17 <br />13,428 22 <br />Status <br />OK <br />N/A <br />OK <br />OK <br />Vcp = kcp <br />[(ANC <br />ANco) W ed,N W c,N W cp,N NbJ <br />ACI 318-08 Eq. (D-30) <br />Vcp >_ Vua <br />ACI 318-08 Eq. (D-2) <br />ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) <br />ANco = 9 hef <br />ACI 318-08 Eq. (D-6) <br />1 <br />W ec,N = 1 + 2 eN <_ 1.0 <br />ACI 318-08 Eq. (D-9) <br />3 hef <br />W ed,N = 0.7 + 0.3 ( Ca, -in c 1.0 <br />1.5hef <br />ACI 318-08 Eq. (D-11) <br />W cp,N = MAX(Oa,min 1.5h c 1.0 <br />ACI 318-08 Eq. (D-13) <br />Cac Cac J <br />Nb = kc X Iff: hef5 <br />ACI 318-08 Eq. (D-7) <br />Variables <br />kcp hef [in.] <br />eo1,N [in.] <br />eo2,N [in.] <br />ca,min [in.] <br />2 3.880 <br />0.000 <br />0.000 <br />10.500 <br />W c,N Cac [In.] <br />kc <br />% <br />fc [psi] <br />1.000 5.820 <br />17 <br />1 <br />5,000 <br />Calculations <br />AN. [in .2] ANco [in .2] <br />W ec1,N <br />W ec2,N <br />W ed,N W cp,N Nb [lb] <br />102.66 135.49 <br />1.000 <br />1.000 <br />1.000 1.000 9,187 <br />Results <br />Vcp [lb] 0 concrete <br />Vcp [lb] <br />Vua [lb] <br />13,923 0.700 <br />9,746 <br />1,574 <br />Input data and results must be checked for agreement with the existing conditions and for plausibility! <br />PROFIS Anchor ( c ) 2003-2009 Hilt! AG, FL-9494 Schaan Hilt! is a registered Trademark of Hilt! AG, Schaan <br />