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www.hilti.us _ <br />Company: <br />Specifier: <br />Address: <br />Phone 1 Fax: <br />E-Mail: <br />............ ___ <br />2 Load case/Resulting anchor forces <br />Load case: Design loads <br />Anchor reactions lib] <br />Tension force: (+Tension, -Compression) <br />Anchor Tension force Shear force Shear force x Shear force <br />1 3075 700 700 0 <br />2 3075 700 700 0 <br />max. concrete compressive strain: - IN <br />max. concrete compressive stress: - [psi] <br />resulting tension force in (x/y)=(0.000/0.000): 6150 [lb] <br />resulting compression force in (x/y)=(0.000/0.000): 0 [lb] <br />3 Tension load <br />Page: <br />Project: <br />Sub -Project I Pos. No.: <br />Date: <br />Profis Anchor 2.6.5 <br />2 <br />5/20/2016 <br />Load Nua [lb] <br />Capacity ^ [lb] <br />Utili2:ation ON = NJN„ <br />Status <br />Steel Strength* <br />3075 <br />8029 <br />39 <br />OK <br />Pullout Strength* <br />3075 <br />4041 <br />77 <br />OK <br />Concrete Breakout Strength** <br />6150 <br />6194 <br />100 <br />OK <br />*anchor having the highest loading **anchor group (anchors intension) <br />3.1 Steel Strength <br />Nsa = ESR value refer to ICC-ES ESR-1917 <br />0 Nsa z Nua ACI 318-08 Eq. (D-1) <br />Variables <br />AseN [in•21 <br />futa [Psi] <br />_ <br />0.10 <br />106000 <br />Calculations <br />Nse [lbl <br />10705 <br />Results <br />Nsa [lb] <br />Osteel Ns. [lb] Nua [lb] <br />10705 <br />0.750 8029 3075 <br />3.2 Pullout Strength <br />Npn.( - Np,2500 2 I refer to ICC-ES ESR-1917 <br />Npn.f. z Nua ACI 318-08 Eq. (D-1) <br />Variables <br />fc [Psi] <br />Np.2e00 [lb) <br />............ <br />4000 <br />4915 <br />Calculations <br />V - <br />2500 <br />1.265 <br />Results <br />.__ . <br />............. _Npt,;r Ib_.............................. <br />.............__.._...__NrO.,/4 I�---.-....a[lb] <br />-cote____N_ ....................... <br />6217 <br />0.650 4041 3075 <br />x <br />........... ....................................... ....................... ..-..__............................ _........ _............................................. ......................................................_._......_........................................................................-..._.............................................................................._.. <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 H!Iti is a registered Trademark of Hilti AG, Schaan <br />16 <br />