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www.hiiti.us <br />Company: <br />Specifier: <br />Address: <br />Phone I Fax: <br />E-Mail: <br />4 Shear load <br />`M!7u <br />,:a, - <br />Profis Anchor 2.6.5 <br />Page: 4 <br />Project: <br />Sub -Project I Pos. No.: <br />Date: 5/20/2016 <br />Load V [Ib] <br />Capacity +V„ [lb] <br />Utilization ]Sv = Vua/ V„ <br />Status <br />Steel Strength" <br />700 <br />3572 <br />20 <br />OK <br />Steel failure (with lever arm)' <br />N/A <br />N/A <br />NIA <br />N/A <br />Pryout Strength— <br />1400 <br />13342 <br />11 <br />OK <br />Concrete edge failure in direction "' <br />N/A <br />N/A <br />N/A <br />NIA <br />anchor having the highest loading —anchor group (relevant anchors) <br />4.1 Steel Strength <br />Vsa = ESR value refer to ICC-ES ESR-1917 <br />0 Vsteel > Vua ACI 318-08 Eq. (D-2) <br />Variables <br />Asr.v [in.2] _futa [psi] <br />---- ............ . ......__. _. _........._....._........................... <br />0.10 106000 <br />Calculations <br />Vsa [lb] <br />5495 <br />Results <br />Vs. [lb) ystioel Vs. [lb] Vua fib] <br />5495 0.650 3572 700 <br />4.2 Pryout Strength <br />Vcpg _ kcp 4fec,N Yed,N 4/c,N LVcp,N Nb] <br />ACI 318-08 Eq. (D-31) <br />L \ANC <br />Ill Vcpg >_ Vua <br />ACI 318-08 Eq. (D-2) <br />AN, see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) <br />ANcr, = 9 haf <br />ACI 318-08 Eq. (D-6) <br />1 <br />lllec,N 1 + 2 eN 51.0 <br />ACI 318-08 Eq. (D-9) <br />3 het <br />0.7 + 0.3 `1! Ce, h l e 1 0 <br />.5het <br />ACI 318-08 Eq. (D-11) <br />tVcP.N = MAX�Ca=min 1.5h 51.0 <br />Cac Cac ) <br />ACI 318-08 Eq. (D-13) <br />Nb = kc k 4_. hef5 <br />ACI 318-08 Eq. (D-7) <br />Variables <br />kep hef [in.] ec1,N [n•] ec2,N [in.] ca,min [in.] <br />2! 3.250 0.000 0.000 <br />ivc,N <br />cac [in.] <br />kc <br />? <br />fc [psi] <br />1.000 <br />6.000 <br />17 <br />1 <br />4000 <br />Calculations <br />ANc [in.'] <br />ANco [in.2] <br />lVec1.N <br />41ec2.N <br />tped.N tLfcP N Nb [lb] <br />143.81 <br />95.06 <br />1.000 <br />1.000 <br />1.000 1.000 6299 <br />Results <br />V ,l [Ih] <br />- concrete ........................ <br />_ Vc�[Ibl.._ ... <br />Vua [lb] <br />19060 <br />0.700 <br />13342 <br />1400 <br />Input data and results must be checked for agreement with the existing conditions and for plausibility! <br />PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />18 <br />