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• <br /> 1/4,11.11r® i <br /> www.hilti.us Profis Anchor 2.7.6 <br /> Company: Page: 4 <br /> „v... Specifier: Project: Colby IS <br /> Address: Sub-Project 1 Pos.No.: <br /> Phone I Fax: ( Date: 4/9/2018 <br /> E-Mail: <br /> 4.3 Concrete edge failure in direction y+ • <br /> {/p'vc\j <br /> • <br /> Vag _ lA /W ec,V W ed,V tV qV lV h,V W parallel,V Vb ACI 318-08 Eq.(D-22) <br /> vcO <br /> Vcbg 2 Vua ACI 318-08 Eq.(D-2) <br /> Avc see ACI 318-08,Part D.6.2.1,Fig.RD.6.2.1(b) <br /> Avco =4.5 Cat ACI 318-08 Eq.•(D-23) <br /> 1 <br /> W ec,v ( 2e, 51.0 ACI 318-08 Eq.(D-26) • <br /> _ \1+3cat <br /> W ed,V =0.7+0.3t1 5c }51.0 ACI 318-08 Eq.(D-28) <br /> a1 <br /> = 1. . <br /> Wn,v Z 1.0 ACI 318-08 Eq.(D-29) <br /> Y hh <br /> a <br /> 0.2 <br /> Vb <br /> =(7(i) Caj ACI 318-08 Eq.(D-24) <br /> • <br /> Variables <br /> Cat[in.] ca2[in.] ecv[in.] W c.v ha[in.] <br /> 8.000 0.000 1.000 12.000 <br /> la[in.] 7 da[in.] fa[psi] W parallat.V <br /> 6.000 1.000 0.750 3,000 1.000 <br /> • <br /> Calculations <br /> Avc[in.2] Avco[in.2] W ee,v W ed,V V h,V Vb[Ib] <br /> 576.00 288.00' 1.000 1.000 1.000 11,388 <br /> Results <br /> Van„[Ib] concrete • Vcbg[Ib] V.[lb] • <br /> 22,776 0.700 15,943 12,000 <br /> 5 Warnings f J <br /> • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations(ETAG 001/Annex C,EOTA TR029,etc.). <br /> This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered-the anchor plate is <br /> assumed to be sufficiently stiff,in order not to be deformed when subjected to the design loading.PROFIS Anchor calculates the minimum <br /> required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above.The proof if the <br /> rigid base plate assumption is valid is not carried out by PROFIS Anchor.Input data and results must be checked for agreement with the <br /> existing conditions and for plausibility! <br /> • Condition A applies when supplementary reinforcement is used.The b factor is increased for non-steel Design Strengths except Pullout <br /> Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout <br /> Strength.Refer to your local standard. <br /> Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant <br /> standard! <br /> Fastening meets the design criteria! <br /> g 4 <br /> r� <br /> Input data and results must be checked for agreement with the existing conditions and for plausibility! /(9d-I <br /> PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan HIM is a registered Trademark of Hilti AG,Schaan OY <br />