Laserfiche WebLink
L IrEd I <br />www.hilti.us Profis Anchor 2.7.9 <br />Company: <br />Page: 2 <br />Specifier: <br />Project: <br />Address: <br />Sub -Project I Pos. No.: <br />Phone I Fax: <br />Date: 9/1/2020 <br />E-Mail: <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 <br />1 375 375 375 0 <br />max. concrete compressive strain: - [9oa] <br />max. concrete compressive stress: - [psi] <br />resulting tension force in (x/y)=(0.000/0.000): 375 [lb] <br />resulting compression force in (x/y)=(0.000/0.000): 0 [lb] <br />Anchor forces based on a rigid base plate assumptionl <br />3 Tension load <br />Load N1, [lb] Capacity ¢ Nn [lb] <br />Steel Strength* 375 11,778 <br />Pullout Strength* N/A N/A <br />Concrete Breakout Strength** 375 851 <br />* anchor having the highest loading **anchor group (anchors in tension) <br />3.1 Steel Strength <br />Nsa = ESR value refer to [CC -ES ESR-3027 <br />0 Nsa a Nua ACI 318-14 Table 17.3.1.1 <br />Variables <br />Ase.. [in .2] <br />fut. [psi] <br />0.16 <br />112,540 <br />Calculations <br />Nsa [lb] <br />18,120 <br />Results <br />Nsa [lb] <br />steel nonductile Nsa [1b] Nua [lb] <br />18,120 <br />0.650 1.000 11,778 375 <br />Utilization p _ <br />4 <br />N/A <br />45 <br />Nn <br />Status <br />OK <br />N/A <br />OK <br />Input data and results must be checked for agreement with the existing conditions and for plausibility! 8 <br />PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan HIM is a registered Trademark of Hilti AG, Schaan <br />