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JY% <br /> 11141111n, <br /> www.hilti.us Profis Anchor 2.7.5 <br /> Company: BergerABAM Page: 2 <br /> Specifier: Blythe Meigs Project: 40-25 Vandeck Column <br /> Address: Sub-Project I Pos.No.: A18.0101.00 <br /> Phone I Fax: I Date: 10/25/2017 <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 y <br /> 1 0 3585 778 3500 <br /> 2 0 3585 -778 3500 <br /> • max.concrete compressive strain: 0.18[boa] <br /> max.concrete compressive stress: 778[psi] <br /> resulting tension force in(x/y)=(0.000/0.000): 0[Ib] <br /> resulting compression force in(x/y)=(1.000/0.000):7000[Ib] <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 />