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www.hilti.us <br />Company: <br />Specifier: <br />Address: <br />Phone I Fax: <br />E-Mail: <br />4 Shear load <br />Page: <br />Project: <br />Sub -Project I Pos. No.: <br />Date: <br />E,-M= <br />Profis Anchor 2.6.5 <br />4 <br />6/14/2016 <br />Load Vua [lb] <br />Capacity +V„ (lb] Utilization Pv = Vua/*Vn <br />Status <br />Steel Strength` <br />700 <br />3572 20 <br />OK <br />Steel failure (with lever arm)* <br />N/A <br />N/A N/A <br />N/A <br />Pryout Strength— <br />700 <br />8819 8 <br />OK <br />Concrete edge failure in direction *` <br />N/A <br />N/A N/A <br />N/A <br />* anchor having the highest loading **anchor group (relevant anchors) <br />4.1 Steel Strength <br />Vaa = ESR value refer to ICC-ES ESR-1917 <br />� Vsteel z Vea ACI 318-08 Eq. (D-2) <br />Variables <br />Ase,v [In•2] <br />f <br />feta [psi] <br />.... . ...............0.10.._......_...._................_..............1OB000-- <br />..._. <br />Calculations <br />Vsa [lb] <br />_ <br />5495 <br />Results <br />Vs. [lb) <br />ysteal V. [lb] Vua [lb] <br />5495 <br />0.650 3572 700 <br />4.2 Pryout Strength <br />V'p - kcp [(.ANC Wee.N tVc,N Wcp.N Nb, <br />ANcOV.p <br />ACI 318-08 Eq. (D-30) <br />i Vea <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 />ANco = 9 hef <br />ACI 318-08 Eq. (D-6) <br />1 <br />tVec,N ' 1 2 eN 51.0 <br />+ <br />ACI 318-08 Eq. (D-9) <br />3 hef <br />y,ed.N = 0.7 + 0.3 (Ca,m!n )5 1.0 <br />1.5het <br />ACI 318-08 Eq. (D-11) <br />Ift,14 = MAX (Ca,min 1.5har) 5 1.0 <br />ACI 318-08 Eq. (D-13) <br />Cac Cac <br />Nb = kc ? hef$ <br />ACI 318-08 Eq. (D-7) <br />Variables <br />kcp hef [in.] <br />ec1,N [in.] <br />ea,N [in.] <br />Ca,min [in.] <br />2 3.250 <br />0.000 <br />0.000 <br />^� <br />tVe,N cac [in.] <br />ke <br />fe [psi] <br />1.000 6.000 <br />17 <br />1 <br />4000 <br />Calculations <br />AN. [in .2] -_--_-_—_ AN.0 [in. Z] <br />l%Vect,N <br />Wec2.N <br />11red.14 Wcp.N Nb [lb] <br />95.06 95.06 <br />1.000 <br />1.000 <br />1,000 1.000 6299 <br />Results <br />_.._V.FP..[lb] . .................................-....... concrete_.-- — <br />— -vcp [lb]_ <br />Vua [lb] <br />12599 0.700 <br />8819 <br />700 <br />Input data and results must be checked for agreement with the existing conditions and for plausibility! <br />PROMS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />11 <br />