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www.hilti.us <br />Company: <br />Specifier: <br />Address: <br />Phone I Fax: <br />E-Mail: <br />2 Load case/Resulting anchor forces <br />Load case: Design loads <br />Anchor reactions [ib] <br />Tension force: (+Tension, -Compression) <br />Anchor Tension force Shear force Shear force x Shear force y <br />1 4025 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): 4025 [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 />6/14/2016 <br />Load Nua [lb] Capacity #N„ fib) Utilization pN = Nua/#N„ Status <br />Steel Strength* 4025 8029 51 OK <br />Pullout Strength* 4025 4041 <br />Concrete Breakout Strength** 4025 4095 <br />* anchor having the highest loading **anchor group (anchors in tension) <br />3.1 Steel Strength <br />Nsa = ESR value refer to ICC-ES ESR-1917 <br />0 Nsa 2 Nua ACI 318-08 Eq. (0-1) <br />Variables <br />Ase.N [in .2] <br />fula [psi] <br />0.10 <br />106000 <br />Calculations <br />Nsa [lb] <br />10705 <br />Results <br />Ns. [lb] <br />steel Nsa [lb] Nua [lb] <br />10705 <br />0.750 8029 4025 <br />3.2 Pullout Strength <br />Npa.r = Na,zso° 2500f0 refer to ICC-ES ESR-1917 <br />0 Nvn,t. >_ Nua ACI 318-08 Eq. (D-1) <br />Variables <br />f0 [psi] Nv.2500 [lb] <br />4000 4915 <br />Calculations <br />f0 <br />2500 <br />1.265 <br />Results <br />..... ............ Ngn(T!bj.................................... ..._ �nRacrete.-.---..-_..............._ _N 'f _ lbl..................................-.._Nua (lbl -- <br />6217 0.650 4041 402f <br />100 OK <br />99 OK <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 H!Iti is a registered Trademark of Hilti AG, Schaan <br />9 <br />