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www.hilti.us Profis Anchor 2.8.7 <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 />Company: <br />Specifier: <br />Address: <br />Phone I Fax: <br />E-Mail: <br />ABS Consulting <br />T. Rich <br /> | <br />Page: <br />Project: <br />Sub-Project I Pos. No.: <br />Date: <br /> <br />2 <br />Leprino Foods Tracy <br />10/7/2020 <br /> <br />2 Load case/Resulting anchor forces <br />Load case: Design loads <br />Anchor reactions [lb] <br />Tension force: (+Tension, -Compression) <br />Anchor Tension force Shear force Shear force x Shear force y <br />1 25 25 0 25 <br />2 25 25 0 25 <br />3 25 25 0 25 <br />4 25 25 0 25 <br />max. concrete compressive strain: - [‰] <br />max. concrete compressive stress: - [psi] <br />resulting tension force in (x/y)=(0.000/0.000): 100 [lb] <br />resulting compression force in (x/y)=(0.000/0.000): 0 [lb] <br /> <br /> Anchor forces are calculated based on the assumption of a rigid anchor plate. <br />Tension <br />1 2 <br />3 4 <br />x <br />y <br />3 Tension load <br /> Load Nua [lb] Capacity f f f f Nn [lb] Utilization bbbbN = Nua/f f f f Nn Status <br /> Steel Strength* 25 12,877 1 OK <br /> Pullout Strength*N/A N/A N/A N/A <br /> Concrete Breakout Strength** 100 8,171 2 OK <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 />f Nsa ≥ Nua ACI 318-14 Table 17.3.1.1 <br />Variables <br /> <br /> Ase,N [in.2] <br /> <br /> futa [psi] <br /> <br />0.16 106,000 <br />Calculations <br /> <br /> Nsa [lb] <br /> <br />17,170 <br />Results <br /> <br /> Nsa [lb] <br /> <br /> f steel <br /> <br /> f nonductile <br /> <br /> f Nsa [lb] <br /> <br /> Nua [lb] <br /> <br />17,170 0.750 1.000 12,877 25